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 2.2 FORMWORK ACCESSORIES A. Form Ties: Removable or snap-off type of adjustable length; to leave no metal within 1 inch of concrete surface and no holes larger than 1 inch in diameter in surface of concrete. B. Form Release Agent: Colorless material which will not stain concrete, absorb moisture, or impair bonding capability of finishes or coating on concrete. C. Dovetail Anchor Slots: Minimum 16 gage galvanized steel; longest possible length with alignment splines for joints; release tape sealed slots; securable to concrete formwork. D. Fillets for Chamfered Corners: Clear wood or rigid plastic, ¾ inch x ¾ inch; furnished in maximum possible lengths. PART 3 EXECUTION 3.1 GENERAL REQUIREMENTS A. Formwork design and fabrication, as well as its construction, are the responsibility of the Contractor. B. Formwork shall be used to confine the concrete and to shape it to the required shapes, lines, and dimensions. C. Formwork shall have sufficient strength to resist the loads that result from the placing and vibration of concrete and shall have sufficient rigidity to maintain the dimensions of the concrete within the specified tolerances. D. Except at inside faces of turned-down slabs, earth cuts shall not be used as forms for vertical surfaces. 3.2 FORM CONSTRUCTION AND INSTALLATION A. Forms shall be adequately braced and securely fastened before any concrete is placed. Arrange exposed joints symmetrically. Make joints tight to prevent mortar leakage. Design forms to be removed without damage to concrete in place. Used form material can be used subject to approval by the Engineer if clean and undamaged. B. Except as otherwise shown, specified, or permitted, forms may be constructed of wood or steel. C. Provide openings and recesses required for Work under this contract. D. Provide ¾-inch chamfer at exposed exterior corners and edges except as otherwise shown. May 18, 2012 Concrete Formwork Revision 0 03 10 00 - 2
Colorado River Municipal Water District Raw Water Supply Well Sites Ward County North Well Field E. Set forms and screeds for floors and slabs to provide uniform slope to drains and positive drainage of exterior slabs and steps. F. Construct formwork so that the finished concrete will conform to the tolerance requirements specified in Section 03 30 00: Cast-in-Place Concrete. Set and maintain in an undisturbed condition sufficient control points and bench marks to be used for reference purposes to check tolerances. 3.3 FORM COATING APPLICATION A. Apply in accordance with manufacturer's written instructions. B. Apply to form surfaces before placing reinforcement or embedded items. C. Do not use on surface scheduled to receive special finishes or coatings that may be affected by agent. Soak surfaces of untreated forms with clean water and keep wet until concrete is placed. 3.4 FORM REMOVAL A. Minimum time before removal after placing concrete, unless permitted otherwise. 1. Side forms for footings: 24 hours. 2. Side forms for walls, columns and beams: 48 hours. 3. Soffit forms for beams and slabs: When concrete has reached not less than 100% of its specified 28-day strength. Subject to prior approval by the Engineer, reshoring may be used to support beams and slabs until specified concrete strength has been reached. When reshoring is permitted or required, conform to requirements of Section 4.6 of ACI 301. B. Remove formwork without prying against concrete. Repair all surface defects as specified in Section 03 30 00: Cast-in-Place Concrete. END OF SECTION May 18, 2012 Concrete Formwork Revision 0 03 10 00 - 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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Page 182 and 183: 4.03 TOLERANCES A. Monitor fabricat
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Page 186 and 187: 01 50 00 TEMPORARY FACILITIES AND C
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Page 214 and 215: 3.06 INITIAL MAINTENANCE A. Maintai
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Page 218 and 219: B. Include only the information tha
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Division 26
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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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