Appendix_B_-_Transient_Specifications_-_2606xx_.pdf
PDF 4 MB Posted
- Solicitation number
- 27-002
- Issued by
- Charles County, Maryland
About this file
This file contains technical specifications for the Mattawoman Wastewater Treatment Plant Effluent Pump Station Force Main Surge Management System Construction project for Charles County Government Department of Public Works in Maryland, prepared by GHD Inc. in October 2025. The project involves the design and construction of a new 40-foot diameter standpipe with separate influent and effluent pipes for force main surge management, including spiral staircase, platform, piped overflow, overflow swale, influent, effluent and bypass vaults, new ductile iron pipe, fittings, valves, sump pumps, drainage systems, electrical and instrumentation components, and pavement and yard restoration. The specifications outline comprehensive requirements across multiple divisions including general requirements, sitework, concrete, metals, painting, specialties, equipment, special construction, mechanical systems, and electrical work. The project follows a Design-Build delivery method requiring the contractor to provide complete turn-key services including design, permitting, equipment furnishing and installation, testing, startup, and contract closeout to deliver a fully functioning system.
The technical specifications establish detailed procedural requirements for submittals, progress scheduling using Critical Path Method (CPM) techniques with Microsoft Project software, equipment procurement and installation, and comprehensive testing and startup procedures. The Progress Schedule must be submitted within 15 days of Notice to Proceed with a preliminary 90-day schedule, followed by a detailed cost-loaded baseline schedule within 75 days of NTP. The contract requires monthly progress updates, daily field reports, and three-week lookahead schedules. All submittals require minimum 28-day review periods for standard items and 45 days for Division 17 and control system submittals. The specifications mandate extensive shop testing, equipment certification, manufacturer's representative oversight, comprehensive operations and maintenance manuals, and formal training of Owner personnel. Functional testing and a 14-day consecutive startup period using actual process fluids and service conditions are required prerequisites to system delivery, with the contractor responsible for all repairs, maintenance, and adjustments necessary to restore proper operation if any system failures occur during startup.
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Text version
TECHNICAL SPECIFICATIONS
FOR
Charles County Government Department of Public Works
Mattawoman Wastewater Treatment Plant – Effluent PS Force Main Surge Management System Construction Charles County Project No. 27-002
GHD Inc.
16701 Melford Boulevard
Suite 221 Bowie, Maryland 20715
October 2025
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INTENTIONALLY
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Mattawoman Wastewater Treatment Plant – Effluent PS Force Main Surge Management System Construction
12571916 TOC-1 TECHNICAL SPECIFICATIONS
FOR
Charles County Government Department of Public Works
Mattawoman Wastewater Treatment Plant – Effluent PS Force Main Surge
Management System Construction
TABLE OF CONTENTS
SECTION TITLE PAGE
DIVISION 1 - GENERAL REQUIREMENT
01300 Submittals .................................................................................................................. 1 thru 5 01310 Progress Schedule .................................................................................................... 1 thru 9 01640 Equipment General ................................................................................................... 1 thru 8 01660 Testing and Startup ................................................................................................... 1 thru 6
DIVISION 2 – SITEWORK
02030 Demolition.................................................................................................................. 1 thru 5 02112 Pavement Cutting ...................................................................................................... 1 thru 2 02205 Protection of Existing Facilities.................................................................................. 1 thru 3 02741 Testing of Process Piping .......................................................................................... 1 thru 4
DIVISION 3 – CONCRETE
03300 Concrete .................................................................................................................. 1 thru 18 03481 Precast Concrete Vaults ............................................................................................ 1 thru 6
DIVISION 5 – METALS
05500 Miscellaneous Fabrications ....................................................................................... 1 thru 7 05505 Concrete and Masonry Anchors ................................................................................ 1 thru 4 05510 Stairs ......................................................................................................................... 1 thru 3 05520 Guardrail and Handrail .............................................................................................. 1 thru 5 05531 Grating ....................................................................................................................... 1 thru 3
DIVISION 9 – PAINTING
09851 Standpipe Painting .................................................................................................. 1 thru 17 09900 Painting .................................................................................................................... 1 thru 10
DIVISION 10 – SPECIALTIES
10441 Signs .......................................................................................................................... 1 thru 6
DIVISION 11 – EQUIPMENT
11300 Pumping Equipment General .................................................................................... 1 thru 5 11316 Sump Pump ............................................................................................................... 1 thru 4
DIVISION 13 – SPECIAL CONSTRUCTION
13110 Cathodic Protection of Metal Tanks .......................................................................... 1 thru 7 13120 Welded Steel Standpipe .......................................................................................... 1 thru 14
DIVISION 15 – MECHANICAL
15060 Process Piping ........................................................................................................ 1 thru 27 15100 Process Valves ........................................................................................................ 1 thru 15 15140 Supports and Anchors ............................................................................................... 1 thru 9
TABLE OF CONTENTS
SECTION TITLE PAGE
Charles County, Maryland
12576080 TOC-2 TECHNICAL SPECIFICATIONS
DIVISION 16 – ELECTRICAL
16010 Minimum Requirements for Electrical Equipment and Instrumentation .................... 1 thru 9
12571916 01300-1 SUBMITTALS
SECTION 01300
SUBMITTALS
PART 1 GENERAL
1.01. SECTION INCLUDES
A. General.
B. Submittal Procedures.
C. Review of Submittals.
D. Schedule of Submittals.
E. Shop Drawings.
F. Samples.
G. Manufacturer’s Instructions.
1.02. GENERAL
A. This section supplements the requirements of Standard Specifications for Construction General Provisions Article GP-5.04.
1.03. SUBMITTAL PROCEDURES
A. Transmit each required submittal using Owner or Owner’s Advisor accepted form. This includes but is not limited to the County provided SharePoint, in addition to any hard copies required by the individual Specification sections.
B. Number the submittals as follows:
1. First: Specification section number.
2. Second: Submittal number within the Specification section, in sequence of submission.
3. Third: Review cycle number.
4. Fourth: Title of submittal.
5. For example:
a. 15073-01-01 – Field lock gaskets for DIP (first review cycle)
b. 15073-01-02 – Field lock gaskets for DIP (second review cycle)
c. 15073-02-01 – Flange pipe and fittings (first review cycle)
d. 15073-02-02 – Flange pipe and fittings (second review cycle)
e. 15073-02-03 – Flange pipe and fittings (third review cycle)
12571916 01300-2 SUBMITTALS
C. Identify Project, Design Builder, Subcontractor, and Supplier, pertinent Drawing number and detail number(s), and Specification sections, as appropriate.
D. Apply stamp, signed or initialed providing certification including the following information (items 6.a through 6.d are copyright protected language and used with the permission of the Engineers Joint Contract Documents Committee under license by GHD Inc. (Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved):
Submittal Number
Deviations: None_________________; As Listed
Reference Specification Section
Reference Drawing Number
Space Requirement: As Designed____________ Different, As Listed
Representation is made to Owner or Owner’s Advisor that Design Builder has:
a. reviewed and coordinated submittal with other submittals and with the requirements of the Work and Contract Documents;
b. determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto;
c. determined and verified the suitability of all materials offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and
d. determined and verified all information relative to Design Builder’s responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto; and that the Design Builder hereby approves this submittal.
Design Builder
Signature ________________________________________________________
Date ____________________
E. Schedule submittals to expedite the Project and submit electronically.
F. Specifically call attention to and identify deviations from Contract Documents on all submittals.
G. Identify product and/or system limitations which may be detrimental to successful performance of the completed Work.
H. Identify space requirements which differ from those designed and/or shown on the Contract Documents.
I. Provide space for Design Builder and Owner or Owner’s Advisor review stamps.
12571916 01300-3 SUBMITTALS
J. Revise and resubmit in accordance with the procedures established herein for original submittals within 30 days of receipt of review comments from Owner and/or Owner’s Advisor.
Identify all changes made since previous submittal in a cover letter or memorandum.
K. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions.
L. Submittals not required will not be recognized or processed.
M. Fabrication restrictions are identified in Standard Specifications for Construction General Provisions Article GP-5.04.5.
1.04. REVIEW OF SUBMITTALS
A. The following paragraphs included in this Article (Review of Submittals) are based on copyright protected language and used with the permission of the Engineers Joint Contract Documents Committee under license by GHD Inc. (Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved). The language has been modified slightly based on specific requirements of this Contract.
B. Owner or Owner’s Advisor’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents.
C. Owner or Owner’s Advisor’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto.
The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions.
D. Owner or Owner’s Advisor’s review and approval shall not relieve Design Builder from responsibility for any variation from the requirements of the Contract Documents unless Design Builder has specifically identified such and Owner or Owner’s Advisor has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Owner or Owner’s Advisor’s review and approval shall not relieve Design Builder from responsibility for complying with the requirements identified on the Design Builder’s submittal stamp specified herein.
E. Review times:
1. No less than 28 days shall be allowed for Owner or Owner’s Advisor’s review of submittals and resubmittals unless otherwise specified in the Contract Documents.
2. No less than 45 days shall be allowed for Owner or Owner’s Advisor’s review of Division 17 submittals and all other items including PLC based control systems.
F. Review Codes will be in accordance with Standard Specifications for Construction General Provisions Article 5.04.3.
12571916 01300-4 SUBMITTALS
1.05. SCHEDULE OF SUBMITTALS
A. Within 10 days of Notice to Proceed, submit the preliminary Schedule of Submittals.
B. Revise and resubmit until acceptable to Owner or Owner’s Advisor.
1.06. SHOP DRAWINGS
A. Shop Drawing submittals shall include all descriptive data, performance characteristics, material specifications, spare parts list, drawings, piping diagrams, wiring schematics, and shall be complete and accurate to indicate item-by-item compliance with the Contract Documents.
B. Shop Drawings shall be drawn at scales matching those on the Drawings depicting the same items.
C. All catalog cuts, manufacturer’s specifications, drawings, and verbal descriptions shall be clearly marked to allow identification of the specific products used.
D. If the submittal deviates from the requirements of the Specifications in any way, it shall be clearly marked in the submittal with the justifying reason stated for evaluation by Owner or Owner’s Advisor.
E. Electrical and control submittals shall include a verbal description of the functions, metering equipment, alarm points, alarm sequences, and any other specific features provided.
F. All electrical equipment submittals shall be in accordance with Division 16, Electrical Specifications.
G. Submittals including multiple components shall include a table of contents identifying the different components.
H. Electronic submittals shall be in PDF format, include bookmarks, and be searchable. At a minimum, bookmarks shall be included for each individual component in the table of contents.
1.07. SAMPLES
A. Provide as required by individual Specification sections and as supplemented herein.
B. Submit Samples to illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate Sample submittals for interfacing work.
C. Submit Samples of finishes from the full range of manufacturers’ standard colors, textures, and patterns for Owner or Owner’s Advisor’s selection.
D. Include identification on each Sample, with full Project information.
E. Submit the number or samples specified in individual Specification sections; one of which will be retained by Owner or Owner’s Advisor.
F. Reviewed samples which may be used in the Work are indicated in individual Specification sections.
12571916 01300-5 SUBMITTALS
1.08. MANUFACTURER’S INSTRUCTIONS
A. When specified in individual Specification sections, submit manufacturers’ printed instructions for delivery, storage, assembly, installation, startup, adjusting, and finishing, in quantities specified for Shop Drawings.
B. When specified in Section 01640 (Equipment General), submit manufacturer’s operation and maintenance instructions for equipment supplied under this Contract in the quantities and locations identified in Section 01640 (Equipment General).
C. Identify conflicts between manufacturers’ instructions and Contract Documents.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
END OF SECTION
12571916 z
01310-1 PROGRESS SCHEDULE
SECTION 01310
PROGRESS SCHEDULE
1.01. SUMMARY
A. This Specification section covers the development and utilization of the Progress Schedule.
In the event of conflicts or discrepancies with any other provisions of the Contract Documents relating to such, this section shall govern.
1.02. DEFINITIONS
A. Terms used herein shall be in accordance with the definitions set forth in the Associated
General Contractors of America (AGC) publication, “Construction Planning & Scheduling Manual”.
1.03. BASIC REQUIREMENTS
A. Schedule and monitor all Work using Critical Path Method (CPM) techniques. Scheduling software shall be Microsoft Project.
1. Progress Schedule shall be maintained throughout entire Contract and shall be used by Design Builder to schedule, plan, organize, and execute the Work. In addition to the progress schedule:
a. Daily field reports shall be maintained to record progress. Daily field report shall be submitted to Owner no later than two (2) business days after the completed work day.
b. Design Builder shall provide the Owner with a three (3) week lookahead that is updated each Friday for the duration of the construction period.
B. Progress Schedule shall:
1. Comply with Contract Times identified in the Agreement.
2. Reflect all mandated sequencing identified in Contract Documents.
3. Provide an accurate allocation of the contract bid item costs to enable the Design
Builder and Owner to evaluate the plan to provide cash flow projections to execute the Contract requirements. Costs shall be assigned to all construction activities. The schedule will be used to establish progress percent complete for each activity for monthly pay application.
4. Include adequate time for Owner’s review of submittals. Under no circumstances will the Progress Schedule be allowed to include Owner review times shorter than those prescribed in the General Provisions and individual Specification sections. The need for resubmittals based on Owner’s review will not entitle Design Builder to Contract Time extensions and the Progress Schedule must include adequate time for resubmittals.
5. Include time required by Contract Documents based on work days lost due to inclement weather.
12571916
01310-2 PROGRESS SCHEDULE
6. Progress Schedule shall include adequate time for testing and Startup.
7. Each construction schedule activity shall have an assigned cost that accurately represents the value of the Work. The sum of the cost of all schedule activities shall be equal to the Design Builder’s Bid Price.
8. The cost-loading of each activity shall indicate the portion of the cost for that activity that is applicable to a specific bid item. The total cost for multiple activities assigned to a bid item must equal the bid item price. CPM activity detail and cost loading shall be equal to the Schedule of Values (SOV) approved by the Engineer on large Lump Sum Contracts or Bid Items.
9. Each month, the Design Builder will be paid using the Cost-loaded CPM activities for Lump Sum payment items. This requirement supersedes any requirements elsewhere in this Contract regarding partial payments of schedule-of- values for all Lump Sum items.
10. The Engineer reserves the right to use the cost-loading to resolve changes, disputes, time entitlement evaluations, increases or decreases in the scope of Work, unit price renegotiations and/or claims.
11. Cost-loading of the schedule will also be used for cash flow projection purposes.
12. Activity Cost Report and Monthly Cash Flow Projections:
a. With each monthly Pay Application/Invoice, the Design Builder shall submit an Activity Cost Report and Cash Flow Projection that includes all activities grouped by Contract Bid Item. The Activity Cost Report shall be generated from the Schedule of Record (accepted baseline schedule or previous accepted monthly update) and shall be the basis of the Monthly Cash Flow Projection. Within each contract Bid Item activities shall show:
1) Activity ID and description.
2) Cost percent complete based on agreed field estimated percent, budget cost, actual cost to date, cost this period, cost to complete.
3) Actual start and actual or forecast finish dates for each activity.
4) Actual start and finish dates for each completed activity.
C. Each activity, except Notice to Proceed, shall have at least one predecessor. Each activity, except final completion, shall have at least one successor.
D. Construction activities shall have a maximum duration of 20 work days unless a longer duration is specifically called out in the Contract Documents (e.g. 45 calendar day submittal review time). All durations shall be developed based on definitive manpower and resource planning.
E. Float is not for the exclusive benefit of the Owner or Design Builder and must be used in the best interest of the Project in order to maintain Contract Times. Design Builder will not be allowed to sequester float through such strategies as extended activity durations, extensive crew/resource sequencing, illogical sequencing, etc.
1.04. QUALITY ASSURANCE
A. Utilize a qualified CPM scheduler to provide all scheduling services required for this Contract.
12571916
01310-3 PROGRESS SCHEDULE
B. CPM scheduler shall be skilled in the time and cost application of CPM scheduling techniques for multi-disciplined construction projects.
C. CPM scheduler shall have a minimum of five years’ experience in preparing CPM schedules for projects of similar size and complexity.
D. Owner reserves the right to reject proposed CPM scheduler if, in the Owner’s opinion, the proposed CPM scheduler does not meet the qualifications specified herein. Owner will notify Design-Builder in writing of decision concerning acceptability of proposed CPM scheduler within 14 days of receipt of proposed CPM scheduler qualifications submittal. If Owner rejects proposed CPM scheduler, resubmit another proposed CPM scheduler within 7 days of receipt of Owner’s rejection notice. Such rejection by Owner does not release Design Builder from its obligations under this Contract and will not entitle Design-Builder to an adjustment of Contract Price and/or Contract Times.
1.05. SUBMITTALS
A. Submit the following in accordance with the procedures identified in the General Provisions:
1. CPM scheduler’s qualifications within ten days of Notice of Proceed including:
a. Name of proposed CPM scheduler.
b. Sufficient information showing proposed CPM scheduler’s qualifications including:
1) List of prior construction projects of similar size and complexity.
2) At least one sample network analysis demonstrating complete project planning similar to those required under this Contract, prepared by, or under the direction of, the proposed CPM scheduler.
3) Letter from proposed CPM scheduler indicating that they have reviewed this Specification section and understand the requirements specified herein.
2. Preliminary 90-Day Progress Schedule:
a. The primary purpose of the 90-Day Preliminary Progress Schedule is to provide an initial plan of the early submittals/work starting at NTP for 3-4 months, and to document the actual progress of all activities until the Cost- Loaded Baseline Schedule is accepted.
b. The secondary purpose of the 90-Day Preliminary Progress Schedule is to provide supporting documentation on activities from the first Pay Application until the Cost-Loaded Baseline is approved. The 90-Day Preliminary submission is due within 15 days following NTP. The first progress update of the 90-Day Preliminary Progress Schedule is expected no later than 40 days following NTP. Progress of the 90-Day schedule will discontinue when the cost loaded Baseline Schedule is approved. The as-built progress on activities recorded in the 90-Day Preliminary Progress Schedule are to be found in the first update of the approved cost loaded Baseline Schedule, such that the Activity ID numbering is the same for comparison.
12571916
01310-4 PROGRESS SCHEDULE
c. Submit electronic version and three 22” x 34” hard copies of bar chart within the time frame identified in General Conditions Article 2.05.A.1. Include the source file from the scheduling software (.mpp file).
d. Bar chart shall show the following for each activity:
1) Activity ID
2) Activity description
3) Original duration
4) Early start
5) Early finish
6) Late start
7) Late finish
3. Detailed Cost-Loaded Baseline Progress Schedule:
a. Submit electronic version and three 22” x 34” hard copies of bar chart within
30 days after acceptance of preliminary Progress Schedule and no later than 60 days after NTP. Include the source file from the scheduling software (.mpp file). The first submission of the Baseline is for scope, Work Breakdown Structure, logic, activity detail, activity codes, cost account dictionary, calendar approval; as such it may be submitted without costs.
The cost-loaded Baseline shall be submitted within 75 days of NTP.
b. Bar chart shall clearly identify the critical path and shall provide a tabulated listing of the following for each activity:
4) Percent complete
5) Remaining duration
6) Early start
7) Early finish
8) Late start
9) Late finish
10) Total float
c. No progress payments will be made to Design Builder for work completed more than 90 days after Notice to Proceed without an approved Baseline Progress Schedule.
12571916
01310-5 PROGRESS SCHEDULE
4. Monthly Updates
a. Progress updates are to be submitted every month after NTP beginning with the Preliminary 90-day schedule. Progress updates are to be submitted as documentation to support each Pay Application. The cutoff date for each monthly update shall be mutually agreed upon by County Engineer and Design Builder prior to submittal of first monthly update. Submit electronic version of bar chart and the source file from the scheduling software (.mpp file).
b. Cost report with Original / Remaining durations, Original Budgeted Cost, Actual Cost This Period, Total Cost to Date, Cost Percent Complete, Cost to Complete, Cost at Completion.
c. The monthly updates shall include, but not be limited to, a tabulated listing all activities showing the following:
4) Percent complete
5) Remaining duration
6) Early/late start
7) Actual start
8) Early/late finish
9) Actual finish
10) Total float
11) Finish date Variance to last month
12) Finish date Variance to approved Baseline
d. Written report including the following:
1) Summary of Work accomplished during period
2) Summary of Work to be accomplished during next period
3) Milestone comparison chart
4) Critical path analysis
5) Analysis of work paths with less than 20 days total float
6) Analysis of time lost or gained during the period
7) Identification of problem areas
12571916
01310-6 PROGRESS SCHEDULE
8) Identification of issues potentially having an adverse impact on the Progress Schedule
B. Owner’s review of Progress Schedule submissions is solely to determine if Progress
Schedule has been prepared in accordance with Contract Documents. Such acceptance will not impose on Owner responsibility for the Progress Schedule, sequencing of Work, progress of Work, nor will it interfere with and/or relieve Design Builder full responsibility for the Progress Schedule, means, methods, and sequence of construction when not specifically dictated by the Contract Documents. However, Owner reserves the right to remove float sequestering logic.
C. Should Design Builder fail to provide submittals, and/or revised submittals, within the time frames prescribed, Design Builder will be in default and Owner is not obligated to provide progress payments to Design Builder until such time as acceptability of submittals can be verified.
1.06. PROGRESS SCHEDULE ARCHITECTURE
A. Each activity in the Progress Schedule shall include:
1. A unique activity identification (ID) Alpha-numeric
2. Activity description
3. Original Duration
4. Responsibility code assigning activities to Design Builder, Subcontractors, Engineer, Owner, or other entity.
5. Cost-loading for all construction activities
B. Calendars: At a minimum, establish the following calendars:
1. Work day calendar excluding all holidays identified in the Contract Documents
2. Calendar days for activities with durations based on calendar days
3. Seasonal calendars covering all seasonally constrained activities
1.07. PRELIMINARY 90-DAY PROGRESS SCHEDULE
A. Include the following:
1. Detailed activities with associated logic for first 90 days (or more) after Notice to
Proceed. The Preliminary 90-Day Progress Schedule shall include, but not be limited to, mobilization, temporary facilities, sitework, demolition, key procurement activities (i.e., submissions, approvals, fabrication and delivery) and all other work that will occur in the first 90 days after Notice to Proceed.
2. The costs related to the initial mobilization and sitework activities that are expected to be requisitioned in the Pay Applications prior to the Cost-Loaded Baseline approval should be in the Preliminary 90-Day Progress Schedule.
1.08. DETAILED COST-LOADED BASELINE PROGRESS SCHEDULE
A. Cost-Loaded Baseline Progress Schedule shall include no activity progress.
12571916
01310-7 PROGRESS SCHEDULE
B. Incorporate 90-day preliminary Progress Schedule (without progress).
C. Provide sufficient detail to allow use for planning, scheduling, and control all Work included in
Contract. The degree of detail shall be to the satisfaction of the Engineer, and shall account for the following Project specific items:
1. Structural breakdown of Project
2. Required phasing
3. Milestones
4. Trades involved
5. Maintaining operation of existing facilities
6. Subcontractor work plans
7. Costs on Activities
8. Access to Site and work areas
9. Identification of coordination between Design Builder, Subcontractors, and Suppliers
10. Testing and Startup
11. Partial utilization milestones by Owner
D. In addition to a breakdown of physical construction activities specified herein, include activities for the following:
1. Submittals
2. Owner’s review of submittals
3. Fabrication and delivery of materials and equipment
4. Finish milestone activity for all Functional Tests associated with a given System (see
Section 01660 (Testing and Startup) for definition).
5. Separate activities for the Plant PCS Programming Phase for each System. Amount of time Design Builder shall allow for these activities shall be no less than that defined in the Division 17 Specifications.
E. Update to include any revisions to the System Delivery Plan identified in Section 01660
(Testing and Startup).
F. The accepted baseline Progress Schedule will form the basis of the first monthly update.
1.09. SCHEDULING MEETINGS
A. Attend monthly meetings with Owner one week prior to submitting monthly Progress
Schedule updates.
B. Review proposed activity progress completed during the period, current status of the Project, planned work for the next period, and areas where Design Builder needs to coordinate with Owner and/or Engineer.
12571916
01310-8 PROGRESS SCHEDULE
1.10. REVISIONS
A. Owner will be the custodian of all official versions of the Progress Schedule including the 90-
Day Preliminary Progress Schedule, the baseline Progress Schedule, and each acceptable subsequent monthly update included with Pay Applications.
B. The Owner and Design Builder shall have the right to propose revisions to the Progress
Schedule if it is deemed to be in the best interest of the Project.
C. All Owner and Design Builder proposed revisions must be submitted to each party no later than seven days prior to the date by which Design Builder must submit monthly updates in order for proposed revisions to be considered for that update.
D. Objections to Proposed Revisions:
1. If Owner and/or Design Builder object to proposed revisions made by any other party, the objecting party shall provide written notice to each other party within seven days of receipt of proposed revisions, stating objections.
2. Proposed revisions that are not mutually agreeable shall be discussed at the monthly scheduling meetings.
E. Owner shall have final say on acceptance or rejection of all proposed Progress Schedule revisions based solely on requirements of the Contract Documents.
F. All Owner accepted revisions will be incorporated into the next Progress Schedule update.
1.11. RECOVERY SCHEDULES
A. If Design Builder fails to achieve planned progress, as indicated in the Progress Schedule, and lack of progress delays the critical path or an intermediate Milestone by more than 10 work days, submit a proposed recovery schedule to Owner identifying how Design Builder will recover lost time.
B. Failure to submit a recovery schedule and failure to cooperate with the Owner in the recovery schedule process shall allow Owner the right to order Design Builder to increase manpower to recover lost time, without adjustment to the Contract Price. Furthermore, Owner has the right to withhold progress payments until such time as Design Builder’s progress is brought into compliance with Progress Schedule.
1.12. DELAYS AND EXTENSIONS OF CONTRACT TIMES
A. When Design Builder believes that Contract Times will be delayed by circumstances outside if its control, Design Builder shall include with its Change Proposal, a forward-looking Time Impact Analysis (TIA) identifying the anticipated impact to Contract Times. Forward looking Time Impact Analysis shall include the following;
1. A fragnet prepared using the Progress Schedule submitted with the most recent Pay
Application.
2. A report identifying all new activities included with the fragnet and all proposed logic changes associated with the fragnet.
3. Summary of all requested extensions to Contract Times.
4. Cause of the delay, actions Design Builder proposes to take to minimize delays, and actions Design Builder proposes for Owner to minimize delays.
12571916
01310-9 PROGRESS SCHEDULE
B. Owner will review each forward-looking TIA after submission. Owner will provide written notice to Design Builder within 14 days of receipt of TIA, either concurring or denying the TIA.
C. If a forward-looking TIA submittal is not acceptable to Owner, Owner will provide written notice to Design Builder identifying deficiencies with TIA.
Design Builder will have 7 days from receipt of Owner’s written notice to submit a revised TIA addressing deficiencies.
Contract Time extensions will only be considered for events that impact Contract Times as demonstrated by acceptable forward looking TIAs.
PART 2 PRODUCTS
Not used
Not used
12571916 01640-1 EQUIPMENT GENERAL
SECTION 01640
EQUIPMENT GENERAL
1.01. SECTION INCLUDES
A. Submittals.
B. Equipment Design.
C. Spare Parts.
D. Shop Tests.
E. Installation of Equipment.
F. Services of Manufacturer’s Representative.
G. Operation and Maintenance Manuals.
H. Guarantees.
1.02. SUBMITTALS
A. Submit Shop Drawings in accordance with Section 01300 (Submittals).
B. Submit performance affidavits prior to, or with Shop Drawings.
C. Installation Certificates.
D. Certification of Equipment Compliance.
E. Operations and Maintenance Manuals.
F. Training Plans:
1. Submit no less than 30 days prior to proposed date for training in accordance with procedures identified in Section 01300 (Submittals).
2. Training plan must be approved by Owner or Owner’s Advisor prior to scheduling actual date for training.
3. Provide syllabus with sufficient detail to establish content of training, duration of each topic, and demonstrate adequate content to train Owner’s staff on proper operation and maintenance of equipment.
G. USB flash drive recordings of training sessions.
H. Written training reports.
I. Guarantees.
12571916 01640-2 EQUIPMENT GENERAL
1.03. EQUIPMENT DESIGN
A. Equipment and appurtenances shall be designed in conformity with ANSI, ASME, IEEE, NEMA and other generally accepted applicable standards.
B. Equipment and appurtenances shall be of rugged construction and of sufficient strength to withstand all stresses which may occur during fabrication, testing, shipping, handling, installation, all conditions of operation, and as required by the Contract Documents.
C. All bearings and moving parts shall be adequately protected by bushings or other approved means against wear, and provisions shall be made for adequate lubrication by readily accessible devices.
D. Details shall be designed for appearance as well as function. Protruding members, joints, corners, gear covers, etc., shall be finished in appearance. All exposed welds on machinery shall be ground smooth and the corners of structural shapes shall be rounded or chamfered.
E. Machinery parts shall conform within allowable tolerances to the dimensions shown on the Shop Drawings. The corresponding parts of identical machines shall be made interchangeable.
F. All machinery and equipment shall be safeguarded in accordance with the safety codes of the ANSI, OSHA, and local Laws and Regulations. All rotating shafts, couplings, and other moving parts of equipment shall be provided with suitable protective guards of sheet metal or wire mesh neatly and rigidly supported. Guards shall be removable to provide access for repairs.
G. Details promoting maintenance and ease of replacing parts shall be a prime consideration in design.
H. Products shall be designed for corrosion resistance and shall not be constructed of materials which may prohibit ease of maintenance due to corrosion. All fasteners on areas requiring access for maintenance and lubrication shall be Type 316 stainless steel unless otherwise specified. Zinc or cadmium plated fasteners for these areas shall not be used.
1.04. SPARE PARTS
A. Provide spare parts as required by individual Specification sections.
B. Provide spare parts that are identical and interchangeable with original parts.
C. For each part (or group of small parts), provide a tag indicating the following:
1. Name and associated tag number(s) of equipment.
2. Name of the part.
3. Manufacturer’s name and the date of manufacture.
4. Identification number of the part.
1.05. SHOP TESTS
A. Arrange shop tests of the equipment where required by the individual Specification sections.
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B. Arrange for the Owner or Owner’s Advisor to witness shop tests in the manufacturer’s shop, if required by the individual Specification sections.
C. Demonstrate equipment characteristics, including any specified pressure, duty, capacity, rating, efficiency, performance, function, and other special requirements, comply fully with the requirements of the Contract Documents and that the item will operate in the manner specified.
D. Submit certified copies of the manufacturer’s test data and interpreted results in accordance with the procedures identified in Section 01300 (Submittals).
1.06. INSTALLATION OF EQUIPMENT
A. Field modifications shall not be made without prior approval from Owner or Owner’s Advisor.
B. Provide all necessary guides, bearing plates, anchors, and attachment bolts, working drawings for installation, templates, and all other appurtenances necessary for the installation of the equipment specified.
C. Pipe sleeves or other means of adjusting anchor bolts shall be provided where indicated and where needed. Equipment shall be leveled by first using sitting nuts on the anchor bolts and then filling the space between the equipment base and concrete pedestal with grout. Where equipment bases (i.e., pumps) are installed with grout holes, those bases shall be totally filled with grout after successful completion of Functional Testing and prior to System Demonstration Testing.
D. Provide equipment and housekeeping pads for equipment in accordance with the Drawings.
1.07. SERVICES OF MANUFACTURER’S REPRESENTATIVE
A. Arrange for the equipment manufacturer to furnish the services of a qualified representative where specified in the individual Specification sections. The manufacturer’s representative shall visit the Site as many times as needed to fulfill its obligations required by the Contract Documents.
B. Design Builder shall be responsible for any additional time required for the manufacturer’s representative to resolve equipment installation and/or operation problems due to a lack of coordination between the supplied equipment and the Contract Documents such as, but not limited to, dimensions, electrical problems or performance.
C. Arrange for the equipment representative to visit the Site on occasions after Startup and during the first year of operation if required by the individual Specification sections. The purpose of these visits shall be to review equipment operation, assist the operators in correcting operational problems and basic inspection of the equipment.
D. Manufacturer’s representative shall assist and supervise Design Builder during installation, testing, and operation of equipment where specified in the individual Specification sections.
E. Manufacturer’s representative shall provide all certificates specified in the Manufacturer’s Services and the individual Specification sections.
1. Installation Certificate: Submit one copy to both Owner and Owner’s Advisor of manufacturer representative’s Installation Certificate indicating that the manufacturer’s representative has inspected the installation and that the equipment
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provided by their organization has been properly installed, aligned, lubricated, and is ready for operation.
F. Testing Reports:
1. Functional Test Reports: Submit one copy to both Owner and Owner’s Advisor of manufacturer representative’s written Functional Test reports including performance test results unless otherwise noted.
2. Performance Testing After Startup: When the Contract Documents require performance testing to be conducted during or after Startup, submit one copy of performance test results with an updated Certification of Equipment Compliance as previously specified.
G. Training:
1. Manufacturer shall provide services of qualified, factory trained, operations and maintenance personnel to instruct Owner personnel in proper care, operation, and maintenance of equipment. At a minimum, training shall include:
a. Theory of operation
b. Actual operation
c. Mechanical maintenance
d. Electrical maintenance
e. Instrumentation and alarms
f. Optimization of operation
g. Safe operating and working practices and operation of safety devices
h. Troubleshooting
i. Demonstration of equipment startup procedures, operation, and shutdown procedures using equipment installed under this Contract.
2. Training shall occur after the equipment is tested and functioning correctly.
3. Training sessions shall be conducted at the Site. Actual times, locations, and durations of training sessions shall be approved by Owner.
4. Trainer shall provide all materials and training manuals required for training in quantities required by Owner.
5. Design Builder shall hire a professional video production firm to digitally record and produce video from all training sessions. All videos shall be clear in picture and sound quality and free from shake or vibration. Videos should be edited to include dates of training, subject matter, trainer’s name and affiliation, and length of video on the title credits and shall be edited to remove any gaps from the program.
Unacceptable training videos should be rerecorded and reproduced. Provide one digital recording of each training session to both Owner and Owner’s Advisor on a
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USB flash drive. Flash drive shall be transmitted with cover sheet labeled with Project name, equipment description, date of training, trainer’s name and affiliation.
6. Trainer shall develop a written report for each training session. At a minimum, reports shall summarize training sessions, indicate any problems that may have been encountered during operation of equipment, and include a sign-in sheet identifying all attendees. Design Builder shall submit one copy of each training report to both Owner and Owner’s Advisor.
1.08. OPERATION AND MAINTENANCE MANUALS
A. General:
1. Provide in accordance with General Provisions Article 36 as supplemented herein.
Design Builder shall provide complete electronic operations and maintenance manuals, bookmarked per Table of Contents for each equipment manual, as well as include a bookmark for each section of the manual to serve as an overall Table of Contents. All product literature and drawings shall be fully searchable, unlocked, editable PDF documents that are provided by the manufacturer and not a text conversion of a raster image.
2. Submit operation and maintenance manuals as required by the individual Specification sections in accordance with the procedures identified in Section 01300 (Submittals).
3. Prior to completion of the Work, and at least 30 days prior to the 50 percent payment, submit for Owner or Owner’s Advisor’s review three copies of all preliminary draft operation and maintenance manuals. Preliminary draft operations and maintenance manuals may be submitted separately for individual items.
4. Prior to completion of the Work, and at least 60 days prior to the 85 percent payment, submit for Owner or Owner’s Advisor’s review seven copies of all final draft operation and maintenance manuals. Preliminary draft operations and maintenance manuals may be submitted separately for individual items.
a. All comments generated by Owner or Owner’s Advisor during review of preliminary draft operation and maintenance manuals must be adequately addressed prior to submission of final draft operation and maintenance manuals. Final draft operation and maintenance manuals shall be complete in their entirety except for specific information related to testing and startup.
Final draft operations and maintenance manuals must be approved by Owner or Owner’s Advisor prior to the following:
1) Training of associated items.
2) System Demonstration Testing.
5. Prior to final payment, provide seven copies of the final operation and maintenance manual. The final operation and maintenance manual shall include all required operations and maintenance information consolidated into one manual with multiple volumes. The final operation and maintenance manual shall include testing and Startup results where applicable.
B. Manual Preparation: Manuals shall include operation and maintenance information on all systems and items of equipment. The data shall consist of catalogs, brochures, bulletins, 12571916 01640-6 EQUIPMENT GENERAL charts, schedules, approved Shop Drawings corrected to as-built conditions and assembly drawings and wiring diagrams describing location, operation, maintenance, lubrication, operating weight, and other information necessary for Owner to establish effective operating and maintenance programs. The following shall also be included:
1. Title page giving name and location of facility, Drawing number where shown, and Specification section where described.
2. Equipment cover sheet listing the supplied equipment manufacturer’s name, brand name, model numbers, serial numbers, equipment installer (provide contact name, address, phone and fax numbers, and e-mail address), equipment Supplier (provide contact name, address, phone and fax numbers, and e-mail address), and equipment manufacturer (provide contact name, address, phone and fax numbers, e-mail address, and website address),
3. Performance curves for all pumps and equipment.
4. Approved Shop Drawings of each piece of equipment.
5. Manufacturer’s cut sheets and dimensional drawings of each piece of equipment, and details of all replacement parts.
6. Manufacturer’s erection, operation, and maintenance instructions for all equipment and apparatus, and complete listing of nameplate data.
7. Complete electrical and control schematics with labeled terminations for all individual pieces of equipment and systems including one line diagrams, schematic or elementary diagrams, and interconnection and terminal board identification diagrams.
8. Complete piping and interconnecting drawings.
9. Complete parts list with parts assembly drawings (preferably by exploded view), names and addresses of spare parts suppliers, recommended list of spare parts to be kept “in stock” and sample order forms. Lead time requirements for ordering parts shall be estimated.
10. Instructions with easily understood schematics or diagrams for disassembling and assembling equipment for overhaul and repair.
11. Shop testing results where applicable.
12. Manufacturer’s Installation Certificate.
13. Manufacturer’s Certificate of Equipment Compliance.
14. Field testing/performance reports where applicable.
15. Manufacturer’s equipment warranty.
16. Information not applicable to specific items included on the Project shall be removed from or crossed out on the submissions.
17. Illegible data due to any cause, including poor copy quality or reduction, will not be accepted. Manuals with illegible data will be rejected and returned for correction.
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C. Organization: O&M Manuals shall be organized as follows:
1. All instructions shall be bound into a series of identical three or four inch, heavy-duty, three ring binders, all black covers with transparent exterior leaves for inserting cover pages. Where necessary, more than one binder may be used to assemble the data.
When two or more binders are used, each book or volume shall be titled to indicate its particular book or volume number and the total number of volumes per set (i.e., Volume 2 of 12). The Design Builder shall plan manual content and shall “break” the data between volumes at reasonable locations so no loss in continuity of data presentation occurs.
2. Information shall be organized by Specification section, each covering an individual equipment item.
3. Sections shall be listed in a Table of Contents at the front of each volume.
4. Binders shall be commercial quality, three post binder, with durable and cleanable plastic covers and maximum post width of 2 inches. Binders shall be Sparco Brand Slanted Ring Presentation Binder 68140, Universal D-Ring View Binder 20747, K&M Division VS11-40, or equal. Pages shall be linen reinforced on the binding edge.
5. Shop Drawings 24-inches by 36-inches in size shall be folded to approximately 12-inches by 9-inches with drawing title box exposed along either edge. Shop Drawings descriptive of a single item of equipment shall be grouped together. All Shop Drawings shall be placed in accordion-type folders similar to File Pocket No. 74CG (9-1/2 inches by 14-3/4 inches) as manufactured by the Cooke and Cobb Company, or equal, and fully indexed on the outside of the folders in a neat and uniform manner.
6. All Shop Drawings included in the binders and/or folders shall be those previously submitted for review and approval and shall bear Owner or Owner’s Advisor’s stamp of approval and comments as originally noted thereon.
D. Electronic Operations and Maintenance Data:
1. In addition to the specified printed operations and maintenance materials, furnish all specified operations and maintenance materials in electronic format prior to Substantial Completion. Electronic equipment manual files shall be submitted in Adobe Acrobat Reader (.PDF) format.
2. Electronic files shall be submitted on one or more USB flash drives. Two sets of compact disks shall be provided to the Owner and one for Owner’s Advisor. Flash drives shall be submitted with a cover sheet labeled with the Project name, Supplier, equipment identification, and Specification section.
1.09. GUARANTEES
A. Manufacturer Warranties During Correction Period:
1. Where indicated in the individual Specification sections, provide a one year manufacturer warranty made out in the name of the Owner, coinciding with the correction one year guarantee period defined in Standard Specifications for Construction General Provisions Article 5.12.2 and General Provisions Article 37 General Conditions Article 13.07.A for the particular piece of equipment.
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2. One copy of each manufacturer warranty shall be provided to both Owner and Owner’s Advisor within 30 days of successful completion of Startup.
3. All requirements of the of the one year guarantee period defined in Standard Specifications for Construction General Provisions Article 5.12.2 and General Provisions Article 37 correction period defined in General Conditions Article 13.07 shall apply to the manufacturer’s warranty and the equipment Supplier obligations shall be the same as Design Builder obligations defined Standard Specifications…
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