Bid Package 08 North Well Field - Garney Construction

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Colorado River Municipal Water District Raw Water Supply Well Sites Ward County North Well Field f. Unistrut; Tyco International, Ltd. g. Wesanco, Inc. 2. Nonmetallic Coatings: Manufacturer's standard PVC, polyurethane, or polyester coating applied according to MFMA-4. 3. Channel Dimensions: Selected for applicable load criteria. B. Raceway and Cable Supports: As described in NECA 1 and NECA 101. C. Conduit and Cable Support Devices: 304 stainless steel hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. D. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized. E. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: 1. Mechanical-Expansion Anchors: Insert-wedge-type, stainless steel, for use in hardened portland cement concrete with tension, shear, and pullout capacities appropriate for supported loads and building materials in which used. a. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1) Cooper B-Line, Inc.; a division of Cooper Industries. 2) Empire Tool and Manufacturing Co., Inc. 3) Hilti Inc. 4) ITW Ramset/Red Head; a division of Illinois Tool Works, Inc. 5) MKT Fastening, LLC. 2. Concrete Inserts: Steel or malleable-iron, slotted support system units similar to MSS Type 18; complying with MFMA-4 or MSS SP-58. 3. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for attached structural element. 4. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM A 325. 5. Toggle Bolts: All-steel springhead type. 6. Hanger Rods: Threaded stainless steel. PART 3 EXECUTION 3.1 APPLICATION A. Comply with NECA 1 and NECA 101 for application of hangers and supports for electrical equipment and systems except if requirements in this Section are stricter. B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for RIGID METAL CONDUIT as required by NFPA 70. Minimum rod size shall be 1/4 inch in diameter. May 18, 2012 Hangers and Supports for Electrical Systems Revision 0 26 05 29-2
Colorado River Municipal Water District Raw Water Supply Well Sites Ward County North Well Field C. Multiple Raceways or Cables: Install trapeze-type supports fabricated with stainless steel slotted support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. 1. Secure raceways and cables to these supports with single-bolt conduit clamps using spring friction action for retention in support channel. 3.2 SUPPORT INSTALLATION A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this Article. B. Raceway Support Methods: In addition to methods described in NECA 1, RIGID METAL CONDUIT may be supported by openings through structure members, as permitted in NFPA 70. C. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb. D. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: 1. To Wood: Fasten with lag screws or through bolts. 2. To New Concrete: Bolt to concrete inserts. 3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. 4. To Existing Concrete: Expansion anchor fasteners. 5. To Steel: Beam clamps (MSS Type 19, 21, 23, 25, or 27) complying with MSS SP-69. 6. To Light Steel: Sheet metal screws. 7. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets, panelboards, disconnect switches, control enclosures, pull and junction boxes, transformers, and other devices on slotted-channel racks attached to substrate. E. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars. 3.3 CONCRETE BASES A. Construct concrete bases of dimensions indicated but not less than 4 inches larger in both directions than supported unit, and so anchors will be a minimum of 10 bolt diameters from edge of the base. B. Concrete shall be in accordance with Section 03 30 00, “Cast-In-Place Concrete” for 3000 psi concrete. May 18, 2012 Hangers and Supports for Electrical Systems Revision 0 26 05 29-3
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BIDDING DOCUMENTS for the Ward Coun
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Advertisement for Bids
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these qualifications will be disqua
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00 10 00 INSTRUCTIONS TO BIDDERS 1.
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6. Substitutions or "equivalent" It
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B. In evaluating Bids, Owner / Engi
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Bid Proposal Form
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Colorado River Municipal Water Dist
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Bid Package Colorado River Municipa
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1. Legal / Financial Colorado River
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Performance Bond (sample)
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Payment Bond (sample)
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Certificate of Insurance (sample)
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Standard General Conditions
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Copyright ©1996 National Society o
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6.07 Patent Fees and Royalties ....
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GENERAL CONDITIONS ARTICLE 1 - DEFI
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Act of 1954 (42 USC Section 2011 et
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A. CONTRACTOR’s Review of Contrac
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from retaining copies of the Contra
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CONTRACTOR shall be responsible for
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maintain. OWNER shall deliver to CO
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directors, partners, employees, age
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y words reading that no like, equiv
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perils or causes of loss covered by
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maintaining and supervising of safe
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1. IS ATTRIBUTABLE TO BODILY INJURY
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ARTICLE 9 - ENGINEER’S STATUS DUR
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that should be allowed as a result
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TRACTOR is liable, imposed by Laws
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c. where one or more tiers of subco
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equipment, or fails to perform the
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a. the Work has progressed to the p
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certification of Substantial Comple
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labor, materials, or equipment as r
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Supplementary Conditions (Revised b
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G. Add a new paragraph 1.01 A. 53:
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A. Delete Paragraph 2.05 A. of the
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3. Make copies of reference standar
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obligations of Bidder under these b
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underground coverage where applicab
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7. be maintained in effect until fi
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B. Add a new paragraph immediately
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(b) a new certificate of coverage s
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SC‐6.18 G. In the event that Bidd
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uncovered for observation, or requi
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3. Shall not undertake any of the r
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unable to agree as to the effect of
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A. Add the following to paragraph 1
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01 11 00 SUMMARY OF WORK 1.00 GENER
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shall install the SCADA equipment a
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Payment Procedures
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) Provide amounts for items that do
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3. On the basis of these agreements
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01 31 00 PROJECT MANAGEMENT AND COO
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E. Coordinate with architectural re
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Restore structures which may have b
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D. Assume full responsibility for t
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B. Conduct all construction activit
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C. Owner, CMAR or Engineer may use
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Project Coordination
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a. Preliminary construction schedul
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1.08 REQUESTS FOR MODIFICATIONS A.
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2) Horizontal and vertical location
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01 32 16 CONSTRUCTION PROGRESS SCHE
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1.05 FLOAT TIME A. Define float tim
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Submittal Procedures
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adequate time for the submittal rev
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2. Define abbreviations and symbols
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c. Dimensions or other data that do
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C. Include the amount if cost savin
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1.11 RESUBMISSION REQUIREMENTS A. M
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01 40 00 QUALITY REQUIRMENTS 1.00 G
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5. Do not affect the continuing rig
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B. Payment for non‐conforming Wor
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2. Changes are made in applicable q
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c. Provide corporation cocks at lea
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24 1360 100 13.676 (L) 27 1530 88 1
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Complete appropriate test report ne
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h. Energize switchgear. Measure and
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4.03 TOLERANCES A. Monitor fabricat
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I. Agency Reports: After each test,
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01 50 00 TEMPORARY FACILITIES AND C
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D. Work outside the hours or 7:00 a
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01 57 00 TEMPORARY CONTROLS 1.00 GE
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B. Use forms required by the Texas
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C. Remove temporary control when no
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01 60 00 PRODUCT REQUIREMENTS 1.00
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C. Two or more items of the same ki
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A. Provide suitable anchor bolts fo
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01 70 00 EXECUTION AND CLOSEOUT REQ
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1.07 FINAL APPLICATION FOR PAYMENT
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Final Cleaning
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D. Clean wall surfaces to remove di
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01 75 00 STARTING AND ADJUSTING 1.0
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D. Unless specifically stated other
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3.06 INITIAL MAINTENANCE A. Maintai
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01 78 23 OPERATION AND MAINTENANCE
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B. Include only the information tha
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Appendix A Contract Documents for R
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Raw Water Supply Well Sites Ward Co
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Division 03
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Division 05
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Division 11
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Specification Section 11 97 00, Att
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S:\Projects\CRMWD\WR11.0143_CRMWD_W
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Division 22
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Page 283 and 284: PROJECT: OWNER: CONTRACTOR: ENGINEE
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Division 31
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Division 32
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Division 40
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Appendix A
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Electric Service Guidelines July 20
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ELECTRIC SERVICE GUIDELINES These E
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FOREWORD Page 4 SECTION 100 GENERAL
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FOREWORD This booklet is issued by
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SECTION 100 - GENERAL INFORMATION 1
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100.01.22 Service Agreement Any com
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100.02.03 Inspection and Approval o
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100.05.02 Standard Secondary Voltag
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SECTION 200 - CLEARANCES 200.01 Tex
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CLEARANCE OF SWIMMING POOLS FROM OV
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CLEARANCES OF PADMOUNTED TRANSFORME
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SECTION 300 - OVERHEAD SERVICE 300.
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TYPICAL PERMANENT SERVICE DROP FIGU
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MAXIMUM SERVICE DROP LENGTH FOR RES
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NOTES: OVERHEAD SERVICE TO A PERMAN
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OVERHEAD SERVICE TO TWO OR THREE ME
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OVERHEAD THREE WIRE DELTA SERVICES
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400.03 Underground Services to Seco
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UNDERGROUND SERVICE SELF CONTAINED
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UNDERGROUND SERVICE ONE SECONDARY S
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UNDERGROUND SERVICE, TWO OR MORE SE
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SECTION 500 - METERING AND ASSOCIAT
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500.06.03 Meterpacks Meterpacks for
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500.08 Service Enclosures (Distribu
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COMPANY - CUSTOMER RESPONSIBILITY (
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47 APPLICATION WIRES PHASE VOLTS 3
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49 APPLICATION WIRES PHASE VOLTS ME
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TRANSOCKET CONFIGURATIONS AND CONNE
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TRANSOCKET CONFIGURATIONS AND CONNE
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TYPICAL SERVICE ENCLOSURES (CONTINU
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METER SOCKET CONNECTIONS AND VOLTAG
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TEMPORARY SERVICE POLE FROM OVERHEA
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TWO HOLE COMPRESSION LUGS FOR TERMI
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TWO HOLE COMPRESSION LUGS FOR TERMI
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ONE HOLE COMPRESSION LUGS FOR SUBME
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Information to be Supplied by Elect
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DO YOU KNOW THE LAW? Texas Law & OS
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Appendix B
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40 90 00 INSTRUMENTATION AND CONTRO
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1.03 GUARANTEE 12. Underwriters' La
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4. Electrical and interconnection d
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B. Use test equipment and instrumen
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1 40 90 02 SUPERVISORY CONTROL AND
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C. System Components: The system wi
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. ICS 1.1, Safety Guidelines for th
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C. Post-submittal Sample Screens fo
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1.03 QUALITY ASSURANCE A. Suppliers
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1.06 WARRANTY 5. Two (2) spare PLC
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J. Utilize a power turn-on time del
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6) High CPU temperature 7) Scan tim
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4. Analog I/O Modules: a. Input mod
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2.06 SURGE SUPPRESSOR A. Surge supp
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7. Wiring shall be run enclosed in
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2.10 UNINTERRUPTIBLE POWER SUPPLY (
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2.14 GIGABIT ETHERNET 3-PORT SWITCH
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3.04 TESTS A. All elements of the S
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a) For analog devices: Required and
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3. Evening meetings to review the d
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3.08 FUNCTIONAL DEMONSTRATION TEST
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3.10 TRAINING A. Provide an integra
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Appendix B Project Manual for Verti
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Copyright © 2010: National Society
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AGREEMENT THIS AGREEMENT is by and
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ARTICLE 7 - PAYMENT PROCEDURES 7.01
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1. This Agreement (pages 00520-1 to
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1) Engineer will review Seller’s
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RESOLUTION VERTICLE TURBINE SUBMERS
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CONFLICT OF INTEREST QUESTIONNAIRE
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Service Information: The areas wher
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Copyright © 2010: National Society
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ARTICLE 8 - BUYER’S RIGHTS.......
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10. Claim—A demand or assertion b
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1.02 Terminology 35. Supplementary
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B. The progress schedule will be ac
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3.04 Amending and Clarifying Contra
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B. All Goods, and all equipment and
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C. Submittal Procedures: 1. Before
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3. use of the Goods by Buyer; 4. an
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for the Goods. Seller shall also re
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tests of the Goods at Seller’s fa
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D. Buyer’s Acceptance of Non-Conf
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C. If Engineer does not render a fo
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10.04 Suspension of or Reduction in
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11.04 Breach and Termination A. Buy
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12.03 Buyer’s Infringement A. Buy
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of the firm or to an officer of the
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of an offense directly or indirectl
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e. Excess or Umbrella Liability 1)
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separately identified item of Unit
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F. The award will be consistent wit
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BID ADDENDUM FAILURE TO RETURN THIS
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Daniel B. Stephens & Associates, In
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Daniel B. Stephens & Associates, In
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Technical Specifications
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SECTION 01019 CONTRACT CONSIDERATIO
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