W912DW-17-R-0011__Specifications.pdf
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Albeni Falls Powerhouse 13.8 kV and 480 V Switchgear Replacement 15020 Oldtown, ID
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 10.00 26 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 22 00.00 10 PRICE AND PAYMENT PROCEDURES
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 QUALITY CONTROL
01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 20.00 10 ENVIRONMENTAL PROTECTION
01 78 00 CLOSEOUT SUBMITTALS
01 78 23.00 27 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 82 13.01 28 CLASS II ASBESTOS ABATEMENT
02 83 33.13 28 RCRA METAL BASED PAINT REMOVAL AND DISPOSAL
DIVISION 03 - CONCRETE
03 60 00.00 26 CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES AND
EQUIPMENT FOUNDATIONS
DIVISION 13 - SPECIAL CONSTRUCTION
13 48 00.00 26 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT
DIVISION 26 - ELECTRICAL
26 00 00.00 26 GENERAL ELECTRICAL WORK AND EQUIPMENT
26 05 19.00 26 INSULATED WIRE AND CABLE
26 05 26.00 26 GROUNDING
26 08 01.00 26 SYSTEMS TESTING AND COMMISSIONING
26 11 15.00 26 HIGH RESISTANCE GROUNDING SYSTEM (HRG)-MEDIUM VOLTAGE
26 12 16.00 26 DRY-TYPE TRANSFORMERS
26 13 13.00 26 METAL CLAD SWITCHGEAR
26 23 10.00 26 480 VOLT SWITCHGEAR
26 23 15.00 26 480 VOLT HIGH RESISTANCE GROUNDING (HRG) SYSTEM
DIVISION 33 - UTILITIES
33 72 33.14 26 POWER SYSTEM RELAY PROTECTION AND METERING
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
W912DW-17-R-0011
This page was intentionally left blank for duplex printing.
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 11 10.00 26
SUMMARY OF WORK
PART 1 GENERAL
1.1 DESCRIPTION OF WORK
1.2 CHANGES IN SPECIFICATIONS AND DRAWINGS
1.3 DEFINITIONS
PART 2 - PRODUCTS - NOT USED
PART 3 - PRODUCTS - NOT USED
-- End of Section Table of Contents --
SECTION 01 11 10.00 26 Page 1
SECTION 01 11 10.00 26
SUMMARY OF WORK
PART 1 GENERAL
1.1 DESCRIPTION OF WORK
This section covers the technical specifications to perform all work required to upgrade the Albeni Falls Powerhouse 15 kV and 480 V Station Service Switchgear Replacement. This section is a general summary of the required work and is not all-inclusive. The work described within these specifications includes, but not necessarily limited to the following:
a. Remove and dispose of three (3) 15 kV rated switchgear lineups including related feeders and control systems located on EL 2060.
b. Remove and dispose of one (1) double-ended 480 V switchgear, SQ1,located on EL 2042 consisting of two (2) 750 kVA 13.8 kV-480 V dry type transformers and seven (7) vertical breaker sections, including the control systems, incoming 15kV feeders.
c. Remove and dispose of abandoned rotating excitation equipment consisting of three (3) Amplidyne Sets, three (3) Rheostat Cubicles, and three (3) Amplidyne Cubicles.
d. Furnish, install, and test three (3) new 15 kV switchgear lineups SJ1, SJ2, and SJ3 on EL 2060 complete with vacuum circuit breakers; XJ1, XJ2, XJ3, XJO1, and XJO2, new surge protective equipment, 15 kV bus duct modifications, new conduits and feeders to TO1 and TO2, controls, annunciation, and protection circuits.
e. Furnish, install, and test one (1) 480 V double ended substation (SQ1) consisting of two (2) main bus breakers, two (2) tie breakers, and eleven (11) feeder breakers on each bus, complete with relays, meters, and wiring on EL 2042.
g. Furnish, install, and test two (2) three-phase, 1000 kVA, Delta/Wye 13,800/480 V dry-type transformers, two (2) high-resistance grounding systems, and associated surge arresters and surge capacitors on EL 2042.
h. Furnish, install, and test one (1) local-remote control panel SQ1C for control of supply breakers, tie/isolation breakers, and all feeder breakers.
i. Furnish, install, and test three (3) new high-resistance grounding (HRG) units in SJ1, SJ2, and SJ3.
j. Furnish, install, and test one (1) new high-resistance grounding (HRG) unit for the exisisting Diesel generator system.
k. Modify and test four (4) sections of main control switchboard (SC) panels 1 through 4 located in the control room on EL 2060 to include the removal and installation of new associated controls and indication for 15 kV circuit breaker, 480 V station service switchgear, and mimic
SECTION 01 11 10.00 26 Page 2 bus modifications.
l. Furnish, install, and test new feeder cables to fifth floor offices from SQ1 and new manual transfer switch.
m. Furnish services of manufacturer's erecting engineer and system commissioning.
n. Furnish spare parts and accessories, training of Government Personnel, O & M Manuals, and as-built drawings.
p. Furnish concrete cutting and sawcutting for equipment foundations.
p. Perform work required to comply with site operations, environmental protection, and safety and health provisions.
1.2 CHANGES IN SPECIFICATIONS AND DRAWINGS
The Government reserves the right to revise or amend the specifications and/or drawings prior to the due date set for receipt of proposals.
Copies of such amendments will be furnished to all prospective offerors.
If the revisions and amendments require material changes in quantities or prices, or both, the due date set for receipt of proposals may be extended to enable offerors the opportunity to revise their proposals. The amendment will include an announcement of the new due date for receipt of proposals.
1.3 DEFINITIONS
a. Wherever in the specifications, or upon the drawings, the words "directed", "required", "ordered", "designated", "prescribed", or words of like import are used, it shall be understood that the "direction", "requirement", "order", "designation", or "prescription" of the Contracting Officer is intended, and similarly the words "approved", "acceptable", "satisfactory", or words of like import shall mean "approved by" or "acceptable to" or "satisfactory to" the Contracting Officer unless otherwise expressly stated.
b. Where "as shown", "as indicated", "as detailed", or words of like import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise. The word "provided" as used herein shall be understood to mean "provided complete in place", that is, "furnished and installed". (FAR 52.236.21(b) and (c)).
c. Wherever in these specifications or upon the drawings, the words "Contracting Officer" (CO) or "Contracting Officer's Representative" (COR) are used, it shall be understood to also mean "Government" unless otherwise expressly stated.
d. Wherever in these specifications the word "weekend(s)" is used, it shall be understood to mean "Saturday, Sunday, and Federal Holidays", unless otherwise expressly stated.
e. Whenever in these specifications the word "Project" is used, it shall be understood to mean Albeni Falls Powerhouse.
SECTION 01 11 10.00 26 Page 3
PART 2 - PRODUCTS - NOT USED
PART 3 - PRODUCTS - NOT USED
-- End of Section --
SECTION 01 11 10.00 26 Page 4
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 14 00
WORK RESTRICTIONS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 WORK AREAS AND ACCESS
1.3.1 Access By Government Personnel
1.3.2 Contractor's Staging Area and Employee Access
1.3.3 Government Roadways
1.4 VEHICLES
1.4.1 Use of Private Vehicles
1.5 PLANT AND EQUIPMENT LIST
1.6 USE OF GOVERNMENT CRANES
1.7 CONTRACTOR'S EQUIPMENT AND MATERIAL
1.8 TOOLS AND MISCELLANEOUS EQUIPMENT
1.8.1 General
1.8.2 Damage to Tools
1.8.3 Protective Coatings
1.9 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS
1.10 PROTECTION OF MATERIAL AND WORK
1.11 CARE OF DRAINS
1.12 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK
1.13 DISPOSAL AND SALVAGE OF ELECTRICAL AND MECHANICAL EQUIPMENT AND
MISCELLANEOUS MATERIALS
1.14 SITE WORKING HOURS
1.14.1 Government Project Personnel Working Hours
1.14.2 Contractor's Working Hours
1.15 SITE INVESTIGATIONS AND CONDITIONS AFFECTING THE WORK
1.16 PAYMENT
1.17 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (ER 415-1-15 31 OCT
89)
1.17.1 Recording daily Adverse Weather
1.18 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS
1.18.1 AT Level I Training
1.18.2 Access and General Protection/Security Policy and Procedures
1.18.3 iWATCH Training
1.18.4 OPSEC Training
1.18.5 Access to Sensitive/Restricted Areas
1.18.6 E-Verify Pre-Screening
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
-- End of Section Table of Contents --
SECTION 01 14 00 Page 1
SECTION 01 14 00
WORK RESTRICTIONS
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.
U.S. DEPARTMENT OF TRANSPORTATION (DOT)
AASHTO HS-20-44 American Association of State Highway Transportation Officials
1.2 SUBMITTALS
Submit the following in accordance with SECTION 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
Loading Diagram for Heavy Vehicles; G A minimum of 30 calendar days prior to use.
Plant and Equipment List A minimum of 30 calendar days prior to on-site work and with end-of-month request for payment throughout the life of the contract.
Temporary Utility Connections; G A minimum of 5 calendar days prior to the connection.
Organization Chart A minimum of 10 calendar days prior to start of site work and revised whenever changes occur to reflect the current organization.
Contractor Working Hours; G Working hours, shifts, and days of the week to be worked, including an estimate of the number of employees working per shift, a minimum of 30 calendar days prior to the start of site work.
1.3 WORK AREAS AND ACCESS
1.3.1 Access By Government Personnel
Clear access shall be maintained for Government personnel and equipment through all work areas.
SECTION 01 14 00 Page 2
1.3.2 Contractor's Staging Area and Employee Access
The Albeni Falls dam worksite has limited staging areas. An area inside the Powerhouse will be available for short term storage of contractor materials. Contractor shall schedule deliveries of new equipment close to date of installation to the extent practicable. An area outside the powerhouse will be made available for a contractor provided job trailer.
Locations of storage areas along with areas off-limits to contractor will be discussed at the preconstruction conference prior to work start.
Salespersons or personnel seeking employment will not be permitted inside the powerhouses. Signs may be erected outside the powerhouses containing instructions for personnel seeking the Contractor. The content and location of the signs must be approved. All Contractor site facilities shall be disposed of before final acceptance of all work.
1.3.3 Government Roadways
Access to the intake decks and tailrace decks by heavy construction vehicles, such as truck cranes, shall be limited. These areas and roadways are load limited to AASHTO HS-20-44 loading. Prior coordination with the COR is required for any vehicles in excess of this capacity, in accordance with a Loading Diagram for Heavy Vehicles. Vehicles in excess of the HS-20-44 AASHTO load shall not cross the gate slots.
1.4 VEHICLES
1.4.1 Use of Private Vehicles
Private vehicles of the Contractor and their employees shall enter and leave the project as directed. Parking of private vehicles shall be restricted to the areas shown on the drawings unless otherwise designated by the COR.
1.5 PLANT AND EQUIPMENT LIST
A complete Plant and Equipment List to be used on the project shall be maintained in QCS (see Section 01 45 00.10 10). An up-to-date plant and equipment list shall be submitted with the end-of-the-month request for payment, throughout the life of the contract. The lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment.
The list shall indicate dates equipment is assigned to or removed from the project, dates scheduled for repairs and returned for use, and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.
1.6 USE OF GOVERNMENT CRANES
The Government shall provide Crane, Operator, and Rigger to lift materials and equipment in and out of the Powerhouse. The Government can refuse to lift if it is deemed that the lift cannot be performed safely. Crane use will be available to be scheduled during regular project hours only.
Government will not be responsible for delays due to the crane not being available due to priority use by the Government, maintaince or otherwise out of service.
SECTION 01 14 00 Page 3
1.7 CONTRACTOR'S EQUIPMENT AND MATERIAL
Unless otherwise specifically cited elsewhere in these specifications, the Contractor shall provide cranes, rigging, lifts, operators, and other necessary means to unload, load, and move equipment or materials as required to pursue and complete work.
1.8 TOOLS AND MISCELLANEOUS EQUIPMENT
1.8.1 General
Government tools and equipment in the powerhouse machine shop, i.e., lathes, drill presses, etc., are not available for use. Any other special tools or devices required for the work shall be furnished and shall then be turned over to the Government upon completion of this contract.
Special tools are defined as non-standard or unique tools necessary to perform removal or installation of the components.
1.8.2 Damage to Tools
Any Government or Contractor-furnished special tools, equipment, and lifting devices damaged during the performance of this work shall be repaired or replaced.
1.8.3 Protective Coatings
Protective coatings, including Cosmoline grease, shall be removed from applicable items prior to use. Upon completion of the work to be performed under this contract, all protective coatings, including painted surfaces, shall be returned to a satisfactory condition as directed and as suitable for long term storage.
1.9 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS
The COR shall be informed immediately upon finding any damaged equipment or other abnormal conditions involving additional work in which the Contractor believes he has no responsibility. The failure or abnormality shall not be disturbed until witnessed by the COR. Damage or abnormal conditions not reported as specified above but discovered at a later date, shall be corrected at the Contractor's expense.
1.10 PROTECTION OF MATERIAL AND WORK
Materials, supplies, tools, equipment and Government property (including all tools, equipment, and special devices supplied by the Contractor and to be turned over to the Government at the end of the Contract) shall be protected and preserved in accordance with manufacturer's recommendations. If material, equipment, supplies, and work performed are not adequately protected, such property may be protected by the Government and the cost thereof will be charged to the Contractor or deducted from any payment due.
1.11 CARE OF DRAINS
Existing powerhouse floor drains including the unwatering drains and transformer cell drains shall not be used for disposal of any solid material or any liquids other than clear water. The Contractor shall clean Contractor-obstructed drains. All costs incurred in the cleaning and clearing of plugged drains, shall be borne by the Contractor.
SECTION 01 14 00 Page 4
1.12 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK
The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor shall coordinate as necessary.
1.13 DISPOSAL AND SALVAGE OF ELECTRICAL AND MECHANICAL EQUIPMENT AND
MISCELLANEOUS MATERIALS
Title to all materials and equipment to be disposed of, excepting materials salvaged for the Government, will be vested in the Contractor when beginning disassembly work or when such materials and equipment are designated as scrap. The Government will not be responsible for the condition, loss, or damage to such property after title transfer. The Contractor may retain these items in usable form and take possession of them providing that there is no subsequent cost or inconvenience to the Government. The Government does not guarantee that these items are complete or in working order, and the Contractor shall assume responsibility for any damages caused by their use immediately upon taking possession of them.
1.14 SITE WORKING HOURS
1.14.1 Government Project Personnel Working Hours
The scheduled working hours of the Project staff are Mondays through Thursdays from 6:30 a.m. until 5:00 p.m. Fridays, Saturdays and Sundays are non-work days. All Project support required by the Contractor shall be scheduled during the Project staff working hours.
1.14.2 Contractor's Working Hours
The Contractor's desired working hours are between 6:30 a.m. and 5:00 p.m., Monday through Thursday. The schedule of Contractor Working Hours, shifts and days of the week shall be coordinated with the COR.
Notification of any proposed changes of the schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site shall be coordinated with the COR at least one week in advance of any changes and shall be incorporated in the Contractor Schedule.
1.15 SITE INVESTIGATIONS AND CONDITIONS AFFECTING THE WORK
The Contractor shall take steps reasonably necessary to ascertain the nature and location of the work, the general and local conditions shall be investigated which can affect the work or its cost, including but not limited to the following. Any failure of the Contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the Government. The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless the understanding or representation is expressly stated in this contract.
SECTION 01 14 00 Page 5
a. Conditions bearing upon transportation, disposal, handling, and storage of materials.
b. The availability of labor, water, electrical power, and roads.
c. Uncertainties of weather, river stages, or similar physical conditions at the site.
d. The conformation and conditions of the ground and equipment and facilities to be replaced and/or rehabilitated.
e. The character of equipment and facilities needed preliminary to and during work performance.
f. The amount of work space, accessibility, lighting, etc.
1.16 PAYMENT
Separate or direct payment will not be made for compliance with this section. All costs thereof are incidental to and included in the contract prices and payment for the various items listed in the price schedule.
1.17 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (ER 415-1-15 31 OCT 89)
This Paragraph specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled "Default (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:
a. 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.
b. The actual adverse weather delays must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.
c. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.
The following schedule of anticipated adverse weather delays per month is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.
ANTICIPATED ADVERSE WEATHER DELAY PER MONTH FOR ALBENI FALLS DAM, ID
WORK DAYS BASED ON A 5-DAY WORK WEEK
|JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC |
| 17 14 13 9 5 4 1 1 4 7 12 15 |
1.17.1 Recording daily Adverse Weather
Upon acknowledgment of the notice to proceed (NTP) and continuing
SECTION 01 14 00 Page 6 throughout the contract, the Contractor shall record on the daily CQC Report, the occurrence of adverse weather and resultant impact to normally scheduled work. 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, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".
1.18 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS
The Contractor shall be responsible for compliance with all applicable Antiterrorism/Operations Security Items as outlined below.
1.18.1 AT Level I Training
All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR within 45 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website:
https://atlevel1.dtic.mil/at.
1.18.2 Access and General Protection/Security Policy and Procedures
All contractor and all associated sub-contractors employees shall comply with applicable installation, facility, and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.
Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.
1.18.3 iWATCH Training
The contractor and all associated sub contractors shall brief all employees
SECTION 01 14 00 Page 7 on the local iWATCH program (training standards will be provided by the requiring activity Antiterrorism Officer(ATO)). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR.
This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 45 calendar days after contract award.
1.18.4 OPSEC Training
Per AR 530 -1, Operations Security, new contractor employees must complete Level I OPSEC training within 30 calendar days of their reporting for duty. All contractor employees must complete annual OPSEC awareness training.
1.18.5 Access to Sensitive/Restricted Areas
All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.
The contractor will coordinate with the COR and/or the facility security office for access when required.
1.18.6 E-Verify Pre-Screening
The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E -Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E -verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
-- End of Section --
SECTION 01 14 00 Page 8
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 22 00.00 10
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.1 SINGLE JOB PAYMENT ITEMS
1.1.1 CLIN 0001 Mobilization and Demobilization
1.1.2 CLIN 0003 Remove and Dispose of Double-ended 480 V Switchgear
SQ1
1.1.3 CLIN 0004 Remove and Dispose of Abandoned Rotating Excitation
Equipment
1.1.4 CLIN 0005 Furnish, Install, and Test New 15 kV Switchgear
Lineup SJ1
1.1.5 CLIN 0006 Furnish, Install, and Test New 15 kV Switchgear
Lineup SJ2
1.1.6 CLIN 0007 Furnish, Install, and Test New 15 kV Switchgear
Lineup SJ3
1.1.7 CLIN 0008 Furnish, Install, and Test New Double-ended 480 V
Switchgear SQ1
1.1.8 CLIN 0010 Furnish, Install, and Test Local-Remote control panel SQ1C
1.1.9 CLIN 0011 Furnish, Install, and Test New High-Resistance
Grounding (HRG) Units in SJ1, SJ2, and SJ3
1.1.10 CLIN 0012 Modify and Test Main Control Switchboard (SC)
Panels 1 Through 4
1.1.11 CLIN 0013 Furnish, Install, and Test New feeder cables to fifth floor offices
1.1.12 CLIN 0014 Furnish System Commissioning Services
1.1.13 CLIN 0015 Furnish O&M Manuals
1.1.14 CLIN 0016 Furnish As-Constructed Drawings
1.1.15 CLIN 0017 Furnish Training of Government Personnel
1.1.16 CLIN 0018 Miscellaneous Concrete work and Saw Cutting
1.1.17 CLIN 0019 Furnish Spare Parts and Accessories
1.1.18 CLIN 0020 Furnish, Install, and Test One (1) New
High-Resistance Grounding (HRG) Unit for the Existing Diesel Generator System
1.2 UNIT PRICE PAYMENT ITEMS
1.2.1 CLIN 0002 Remove and Dispose of Existing 15 kV Switchgear
1.2.2 CLIN 0009 Furnish, Install, and Test New 13.8 kV/480 V, Dry-type Transformers TO1 and TO2
1.3 PROGRESS PAYMENT INVOICE
1.4 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS
1.4.1 Contractor POC
1.4.2 Responsibilities
1.4.3 Certification
1.5 PROPOSED PROJECT MODIFICATIONS
PART 2 PRODUCTS
SECTION 01 22 00.00 10 Page 1
PART 3 EXECUTION
-- End of Section Table of Contents --
SECTION 01 22 00.00 10 Page 2
SECTION 01 22 00.00 10
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.1 SINGLE JOB PAYMENT ITEMS
Payment items for the work of this contract for which contract job payments will be made are listed in the PRICING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.
1.1.1 CLIN 0001 Mobilization and Demobilization
Payment for Mobilization and Demobilization will be paid for under CLIN No. 0001. Price and payment shall constitute full compensation for:
a. Site mobilization of all materials, equipment, and labor required to accomplish the work. Mobilization will be considered complete when the Contractor is ready to commence work.
b. Site demobilization will be considered complete when the Contractor has removed all construction equipment, cleaned the area, and restored the work area to "as-found" pre-contract conditions, unless otherwise approved.
c. Payment for Mobilization and Demobilization will be paid as a JOB at a rate of 60 percent for mobilization and 40 percent for demobilization.
1.1.2 CLIN 0003 Remove and Dispose of Double-ended 480 V Switchgear SQ1
Payment for Remove and Dispose of Double-ended 480 V Switchgear SQ1 will be paid under CLIN 0003 as a JOB. Price and payment will constitute full compensation to Remove and Dispose of Double-ended 480 V Switchgear SQ1, including existing transformers,cables, equipment and accessories not to be reused, to the first existing points of termination and retaining all existing 480V feeder cables.
1.1.3 CLIN 0004 Remove and Dispose of Abandoned Rotating Excitation Equipment
Payment for Remove and Dispose of Abandoned Rotating Excitation Equipment will be paid under CLIN 0004 as a JOB. Price and payment will constitute full compensation to Remove and Dispose of Abandoned Rotating Excitation Equipment including existing equipment pedestals and cables.
SECTION 01 22 00.00 10 Page 3
1.1.4 CLIN 0005 Furnish, Install, and Test New 15 kV Switchgear Lineup SJ1
Payment for Furnish, Install, and Test New 15 kV Switchgear Lineup SJ1, Complete with Breakers, Wiring, Relays, Meters, Controls, 15 kV Bus Duct Modifications, and new Conduits and Feeders to TO1 will be paid under CLIN 0005 as a JOB. Price and payment will constitute full compensation for the furnishing of all material, labor and equipment to fabricate and install the new SJ1 switchgear and control boards with feeder protection relays including maintenance mode, a remote racking device, metering, local controls and indication, infrared viewing windows, all associated control wiring from SJ1 to the first existing points of termination, modifications to the existing 15 kV metal-enclosed bus below SJ1 to connect to new 15 kV metalclad switchgear, and feeders to the 480 V substation transformer TO1 to make a fully functioning system.
1.1.5 CLIN 0006 Furnish, Install, and Test New 15 kV Switchgear Lineup SJ2
Payment for Furnish, Install, and Test New 15 kV Switchgear Lineup SJ2, Complete with Breakers, Wiring, Relays, Meters, Controls, 15 kV Bus Duct Modifications, and new Conduits and Feeders to TO2 will be paid under CLIN 0006 as a JOB. Price and payment will constitute full compensation for the furnishing of all material, labor and equipment to fabricate and install the new SJ2 switchgear and control boards with feeder protection relays including maintenance mode, a remote racking device, metering, local controls and indication, infrared viewing windows, all associated control wiring from SJ2 to the first existing points of termination, modifications to the existing 15 kV metal-enclosed bus below SJ2 to connect to new 15 kV metalclad switchgear, and feeders to the 480 V substation transformer TO2 to make a fully functioning system.
1.1.6 CLIN 0007 Furnish, Install, and Test New 15 kV Switchgear Lineup SJ3
Payment for Furnish, Install, and Test New 15 kV Switchgear Lineup SJ3, Complete with Breakers, Wiring, Relays, Meters, Controls, 15 kV Bus Duct Modifications will be paid under CLIN 0007 as a JOB. Price and payment will constitute full compensation for the furnishing of all material, labor and equipment to fabricate and install the new SJ3 switchgear and control boards with feeder protection relays including maintenance mode, a remote racking device, metering, local controls and indication, infrared viewing windows, all associated control wiring from SJ to the first existing points of termination, and any modifications to the existing 15 kV metal-enclosed bus below SJ3 to make a fully functioning system.
1.1.7 CLIN 0008 Furnish, Install, and Test New Double-ended 480 V Switchgear SQ1
Payment for Furnish, Install, and Test New Double-ended 480 V Switchgear SQO1 will be paid under CLIN 0008 as a JOB. Price and payment will constitute full compensation to furnish, install, and test new double-ended 480 V Switchgear SQ1.
1.1.8 CLIN 0010 Furnish, Install, and Test Local-Remote control panel SQ1C
Payment for Furnish, Install, and Test NLocal-Remote control panel SQ1C will be paid under CLIN 0010 as a JOB. Price and payment will constitute full compensation to furnish, install, and test new Local-Remote Control Panel for SQ1 Supply Breakers, Tie/Isolation Breakers, and All Feeder Breakers.
SECTION 01 22 00.00 10 Page 4
1.1.9 CLIN 0011 Furnish, Install, and Test New High-Resistance Grounding (HRG) Units in SJ1, SJ2, and SJ3
Payment for Furnish, Install, and Test New High-Resistance Grounding (HRG) Units in SJ1, SJ2, and SJ3 will be paid under CLIN 0011 as a JOB measured per HRG. Price and payment will constitute full compensation to furnish, install, and test new High-Resistance Grounding (HRG) Units in SJ1, SJ2, and SJ3.
1.1.10 CLIN 0012 Modify and Test Main Control Switchboard (SC) Panels 1 Through 4
Payment for Modify and Test Main Control Switchboard (SC) Panels 1 Through 4 will be paid under CLIN 0012 as a JOB. Price and payment will constitute full compensation to furnish, install, and test new Main Control Switchboard (SC) Panels 1 Through 4.
1.1.11 CLIN 0013 Furnish, Install, and Test New feeder cables to fifth floor offices
Payment for Furnish, Install, and Test New feeder cables to fifth floor offices will be paid under CLIN 0013 as a JOB. Price and payment will constitute full compensation to furnish, install, and test new feeders to fifth floor offices from SQ1 and new manual transfer switch.
1.1.12 CLIN 0014 Furnish System Commissioning Services
Payment for Furnish System Commissioning Services will be paid under CLIN 0014 as a JOB. Price and payment will constitute full compensation to System Commissioning Services.
1.1.13 CLIN 0015 Furnish O&M Manuals
Payment for Furnish O&M Manuals will be paid under CLIN 0015 as a JOB.
Price and payment will constitute full compensation to furnish Operations and Maintenance Manuals. No partial of full payments will be authorized until final documents are approved by the Contracting Officer.
1.1.14 CLIN 0016 Furnish As-Constructed Drawings
Payment for Furnish As-Constructed Drawings will be paid under CLIN 0016 as a JOB. Price and payment will constitute full compensation to furnish As-Constructed Drawings. No partial of full payments will be authorized until final documents are approved by the Contracting Officer.
1.1.15 CLIN 0017 Furnish Training of Government Personnel
Payment for Furnish Training of Government Personnel will be paid under CLIN 0017 as a JOB. Price and payment will constitute full compensation to furnish training of Government Personnel.
1.1.16 CLIN 0018 Miscellaneous Concrete work and Saw Cutting
Payment for Miscellaneous Concrete work and Saw Cutting will be made under CLIN 0018 as a JOB. Payment shall include the furnishing of all equipment and labor for installing the new equipment and removing the existing equipment which price and payment will be full compensation for the directed work.
SECTION 01 22 00.00 10 Page 5
1.1.17 CLIN 0019 Furnish Spare Parts and Accessories
Payment for Furnishing spare parts and accessories will be paid under CLIN 0019 as a JOB Payment shall include the furnishing of all spare parts and accessories, which price and payment will be full compensation for the directed work.
1.1.18 CLIN 0020 Furnish, Install, and Test One (1) New High-Resistance Grounding (HRG) Unit for the Existing Diesel Generator System
Payment for Furnish, Install, and Test One (1) New High-Resistance Grounding (HRG) Unit for the Existing Diesel Generator System will be paid under CLIN 0020 as a JOB measured per HRG. Price and payment will constitute full compensation to furnish, install, and test new High-Resistance Grounding (HRG) Unit for the Existing Diesel Generator System.
1.2 UNIT PRICE PAYMENT ITEMS
Payment items for the work of this contract on which the contract unit price payments will be made are listed in the PRICING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.
1.2.1 CLIN 0002 Remove and Dispose of Existing 15 kV Switchgear
Payment for Remove and Dispose of Existing 15 kV Switchgear will be paid under CLIN 0002 on a unit price basis. Abatement of any present asbestos is to be included under CLIN 0002. Price and payment will constitute full compensation to remove and dispose of the 15 kV Switchgear to be measured by per switchgear: generator switchgear 1, generator switchgear 2, and generator switchgear 3 to the first existing points of termination including all cables, equipment and accessories not to be reused and to protect and retained power and control cables.
1.2.2 CLIN 0009 Furnish, Install, and Test New 13.8 kV/480 V, Dry-type Transformers TO1 and TO2
Payment for Furnish, Install, and Test New 13.8 kV/480 V, Dry-type Transformers TO1 and TO2 will be paid under CLIN 0009 on a unit price basis measured per transformer. Price and payment will constitute full compensation to furnish, install, and test new 15 kV/480 V, Dry-type transformers TO1 and TO2.
1.3 PROGRESS PAYMENT INVOICE
Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Clauses 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively. In addition each request shall be submitted in the number of copies and to the designated billing office as shown in the Contract.
When submitting payment requests, complete Blocks 1 through 12 of the "PROGRESS PAYMENT INVOICE" Form as directed by the Contracting Officer (provided in QCS). The completed form shall then become the cover document
SECTION 01 22 00.00 10 Page 6 to which all other support data shall be attached.
One additional copy of the entire request for payment, to include the "PROGRESS PAYMENT INVOICE" cover document , shall be forwarded to a separate address as designated by the Contracting Officer.
Submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. Also indicate the total number of employees for on-site staff for each week.
1.4 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS
1.4.1 Contractor POC
Within 14 days after award of the contract, designate a point of contact (POC) who will be responsible for the Construction Wage Rates Requirements Program for the Contractor and all subcontractors under this contract as required by the Contract Clauses and FAR 52.222.
1.4.2 Responsibilities
The designated Contractor POC shall be responsible for Construction Wage Rates Requirements Program activities including, but not limited to:
a. Documentation and record keeping;
b. Submittal and accuracy of certified payrolls;
c. Submittal of required labor forms including requests for additional classifications and rates, Statements and Acknowledgement, etc.;
d. Posting of the wage determination, approved additional classifications and rates, labor and EEO posters;
e. Coordination with the Contracting Officer's Labor Program POC.
Prior to submittal to the Government, payrolls shall be reviewed for compliance to all applicable labor standards, to include, but not be limited to the following items: correct wage rates, correct overtime classification and pay, misclassification of workers for work actually performed, apprentice to journeyman ratios, and registration of apprentice. Corrective actions shall be taken as necessary to ensure Contractor compliance with applicable contract and FAR clauses.
1.4.3 Certification
The Contractor POC shall provide a signed certification stating the following: "I certify that the submitted items being forwarded have been reviewed in detail and are correct and in strict conformance with the Labor Standards of the contract except as otherwise stated."
1.5 PROPOSED PROJECT MODIFICATIONS
Price proposals for contract modifications shall be submitted in accordance with the requirements of the Contract Clause MODIFICATION PROPOSALS - PRICE BREAKDOWNS. If change order work impacts or delays
SECTION 01 22 00.00 10 Page 7 other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified. The current threshold for requiring cost or pricing data is $750,000 but is subject to change. (See FAR 15.403-4(a)(1)iii.) Any modification proposal that exceeds the cost and pricing data threshold shall meet the requirements of FAR 15.403-4. (See instructions for Change Orders/Modification and Claims in Table 15-2 of FAR 15.408.)
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
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SECTION 01 22 00.00 10 Page 8
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 PROJECT SCHEDULER QUALIFICATIONS
PART 2 PRODUCTS
2.1 SOFTWARE
2.1.1 Government Default Software
2.1.2 Contractor Software
2.1.2.1 Primavera
2.1.2.2 Other Than Primavera
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
3.2 BASIS FOR PAYMENT AND COST LOADING
3.2.1 Activity Cost Loading
3.2.2 Withholdings / Payment Rejection
3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS
3.3.1 Level of Detail Required
3.3.2 Activity Durations
3.3.3 Procurement Activities
3.3.4 Mandatory Tasks
3.3.5 Government Activities
3.3.6 Standard Activity Coding Dictionary
3.3.6.1 Workers Per Day (WRKP)
3.3.6.2 Responsible Party Coding (RESP)
3.3.6.3 Area of Work Coding (AREA)
3.3.6.4 Modification Number (MODF)
3.3.6.5 Bid Item Coding (BIDI)
3.3.6.6 Phase of Work Coding (PHAS)
3.3.6.7 Category of Work Coding (CATW)
3.3.6.8 Feature of Work Coding (FOW)
3.3.7 Contract Milestones and Constraints
3.3.7.1 Project Start Date Milestone and Constraint
3.3.7.2 End Project Finish Milestone and Constraint
3.3.7.3 Interim Completion Dates and Constraints
3.3.7.3.1 Start Phase
3.3.7.3.2 End Phase
3.3.8 Calendars
3.3.9 Open Ended Logic
3.3.10 Default Progress Data Disallowed
3.3.11 Out-of-Sequence Progress
3.3.12 Added and Deleted Activities
SECTION 01 32 01.00 10 Page 1
3.3.13 Original Durations
3.3.14 Leads, Lags, and Start to Finish Relationships
3.3.15 Retained Logic
3.3.16 Percent Complete
3.3.17 Remaining Duration
3.3.18 Cost Loading of Closeout Activities
3.3.18.1 As-Built Drawings
3.3.18.2 O & M Manuals
3.3.19 Anticipated Adverse Weather
3.3.20 Early Completion Schedule and the Right to Finish Early
3.4 PROJECT SCHEDULE SUBMISSIONS
3.4.1 Preliminary Project Schedule Submission
3.4.2 Initial Project Schedule Submission
3.4.3 Periodic Schedule Updates
3.5 SUBMISSION REQUIREMENTS
3.5.1 Data CD/DVDs
3.5.2 Narrative Report
3.5.3 Schedule Reports
3.5.3.1 Activity Report
3.5.3.2 Logic Report
3.5.3.3 Total Float Report
3.5.3.4 Earnings Report by CLIN
3.5.3.5 Schedule Log
3.5.4 Network Diagram
3.5.4.1 Continuous Flow
3.5.4.2 Project Milestone Dates
3.5.4.3 Critical Path
3.5.4.4 Banding
3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram
3.6 PERIODIC SCHEDULE UPDATE
3.6.1 Periodic Schedule Update Meetings
3.6.2 Update Submission Following Progress Meeting
3.7 WEEKLY PROGRESS MEETINGS
3.8 REQUESTS FOR TIME EXTENSIONS
3.8.1 Justification of Delay
3.8.2 Time Impact Analysis (Prospective Analysis)
3.8.3 Forensic Schedule Analysis (Retrospective Analysis)
3.8.4 Fragmentary Network (Fragnet)
3.8.5 Time Extension
3.8.6 Impact to Early Completion Schedule
3.9 FAILURE TO ACHIEVE PROGRESS
3.9.1 Artificially Improving Progress
3.9.2 Failure to Perform
3.9.3 Recovery Schedule
3.10 OWNERSHIP OF FLOAT
3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS
3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS
-- End of Section Table of Contents --
SECTION 01 32 01.00 10 Page 2
SECTION 01 32 01.00 10
PROJECT SCHEDULE
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AACE INTERNATIONAL (AACE)
AACE 29R-03 (2011) Forensic Schedule Analysis
AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction
U.S. ARMY CORPS OF ENGINEERS (USACE)
ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
Project Scheduler Qualifications; G Preliminary Project Schedule; G , Initial Project Schedule; G , Periodic Schedule Update; G
1.3 PROJECT SCHEDULER QUALIFICATIONS
Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.
PART 2 PRODUCTS
2.1 SOFTWARE
The scheduling software utilized to produce and update the schedules
SECTION 01 32 01.00 10 Page 3 required herein must be capable of meeting all requirements of this specification.
2.1.1 Government Default Software
The Government intends to use Primavera P6.
2.1.2 Contractor Software
Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.
2.1.2.1 Primavera
If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.
2.1.2.2 Other Than Primavera
If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.
Prepare each Project Schedule using the Precedence Diagram Method (PDM).
3.2 BASIS FOR PAYMENT AND COST LOADING
The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.
3.2.1 Activity Cost Loading
Activity cost loading must be reasonable and without front-end loading.
Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.
SECTION 01 32 01.00 10 Page 4
3.2.2 Withholdings / Payment Rejection
Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.
In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.
3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS
3.3.1 Level of Detail Required
Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:
3.3.2 Activity Durations
Reas…
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