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NAPA CENTURY CENTER XD 12 #165582 Document 00100 Page 2 and at no additional cost to the Owner. See Article I paragraph B of the Supplementary Conditions, Section 00800. 1.07 SUBMISSION OF BIDS A. Lump Sum will be received, via email, at the office of the Owner until 2:00 o'clock post meridiem Central Standard Time on Augugst 2, 2011. Bid breakdown will be received, via email, at the offices of the Owner until 5:00 o'clock post meridiem Central Standard Time on the same day. Lump sum must agree with total of bid breakdown. Hard copies shall be mailed overnight to the Owner attention Maria Enriquez, Don Harton & Loyd Gibbons. B. Submit bid in an opaque, sealed envelope. Identify the envelope with: (1) project name, (2) name of bidder. C. Bids received after the initial time set for receiving bids will not be considered except for variances due to fax transmissions. 1.08 CONTRACTOR'S PROPOSED ALTERNATES A. The drawings and specifications indicate the type of materials, equipment and systems intended and the Base Bid shall reflect only the cost of such items. B. Should the bidder elect to propose alternates, the bidder shall identify the proposed alternate and state the additive or deductive costs on sheets attached to the Bid Form. All proposed alternates shall be fully documented and supporting information furnished with the Bid Form. C. Should the Owner decide to accept any of such proposed alternates, the written contract or agreement will be so drawn as to include and define such accepted alternate, after which no alternates will be permitted without formal Change Order. 1.09 SUBSTITUTIONS A. In specifying materials, three general procedures are used. The three classifications are as follows: Group 1: Materials or equipment without the phrase "or equal." When material or equipment is specified by one or more brand names, the Contractor shall base his proposal on the cost of the brand name, or of one of the brand names listed. No substitutions for that item will be considered during the bidding period, but the Architect may, after the Contractor has been selected, accept a substitution at his discretion on the basis of further consideration of all factors, including a different cost to the Owner, if any. Group 2: When the material or equipment is specified with the phrase "...or equal..." after a brand name and with other identifying information, it is intended that the brand name is used for the quality and performance and the Contractor may base his bid proposal on any item which is in all respects equal to that specified and presents essentially the same appearance and functional performance. Group 3: When material is specified as complying with the requirements of published "Standard Specifications" of trade associations, ASTM, government specifications, etc., the Contractor shall base his proposal on any item which can be shown to comply in all respects to the referenced "Standard Specifications". B. For materials or equipment in any of the above described three groups, it is the responsibility of the Contractor to furnish evidence of compliance with required standards in the form of engineering data or calculation; results of tests conducted by independent testing laboratories; experience records of the material or equipment used under conditions similar to that proposed in the project; or any other means required by the Architect to establish the fact that proposed item is equal to that specified. The furnishing of all such data will be at the expense of the Contractor and without additional cost to Owner. C. It is distinctly understood: (1) that the Architect will use his own judgment in determining whether or not any materials, equipment or methods offered in substitution are equal to those specified; (2) that the decision of the Architect on all such questions of equality is final; (3) that all substitutions will be made at no increase in cost to the Owner; and (4) that Contractor shall state any decrease in contract amount of any proposed substitution where applicable. D. Upon receipt of written approval from Architect, Contractor may proceed with substitution providing Contractor assumes full responsibility for and makes, at his own expense, any change or adjustment in construction or connection with other work that may be required by the substitution of such materials, equipment or methods. In the event of any adverse decision by the Architect, no claim of any sort shall be made or allowed against Architect or Owner.
E. See also Section 01600 paragraph 1.06 for substitution procedures after the Contract is awarded. Document 00100 Page 3 1.10 AWARD OF CONTRACT A. Bids shall be privately opened. The Owner reserves the right to reject any and all bids and to award a contract, or contracts, in accordance with his best interests. 1.11 ADMINISTRATION A. AIA Documents will be utilized for the job administration, including Owner-Contractor Agreement Form A101. All forms will be provided by the Contractor. END OF SECTION NAPA CENTURY CENTER XD 12 #165582
Page 1: PROJECT MANUAL 1807 Ross Avenue Sui
Page 5 and 6: Napa Century Centter XD 12 - Napa,
Page 7: Napa Century Center XD 12 - Napa, C
Page 13: Section 15000 Section 15034 Section
Page 16 and 17: TABLE OF CONTENTS Page 2 DIVISION 4
Page 19: 1.01 PROJECT NAPA CENTURY CENTER XD
Page 25 and 26: BID FORM FROM: ____________________
Page 27 and 28: Document 00300 Page 3 CONTRACTOR: T
Page 29 and 30: Document 00300 Page 5 Start plumbin
Page 31: BID GUARANTEE Document 00300 Page 7
Page 35: SECTION 00700 GENERAL CONDITIONS PA
Page 38 and 39: Document 00800 Page 2 “Contractor
Page 40 and 41: Document 00800 Page 4 3.18.1 In the
Page 42 and 43: Document 00800 Page 6 7.4 In the fi
Page 44 and 45: Document 00800 Page 8 Add Paragraph
Page 46 and 47: A. Workers Compensation Insurance i
Page 48 and 49: Document 00800 Page 12 Contractor i
Page 50 and 51: Document 00800 Page 14 B. Commercia
Page 52 and 53: Document 00800 Page 16 13.8 NO THIR
Page 54 and 55: Document 00800 Page 18 EXHIBIT "C'
Page 56 and 57: Document 00800 Page 20 EXHIBIT "C"
Page 58 and 59: e. Training for Contractor personne
Page 60 and 61: Section 01020 Page 2 1.05 ADJUSTMEN
Page 62 and 63: Section 01340 Page 2 F. Notify Arch
Page 64 and 65: Section 01340 Page 4 50. Painting 5
Page 66 and 67: Appendix B REGIONALLY MANUFACTURED
Page 68 and 69: Appendix D CERTIFIED WOOD INFORMATI
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PART 3 EXECUTION Section 01351 Page
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NAPA CENTURY CENTER XD 12 #165582 S
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Section 01352 Page 2 a. Identify po
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Section 01352 Page 4 Appendix A SAM
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PART 1 - GENERAL SECTION 01410 TEST
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PART 1 - GENERAL SECTION 01500 CONS
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PART 1 - GENERAL SECTION 01600 MATE
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Section 01600 Page 3 PROJECT: CENTU
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PART 1 - GENERAL 1.01 REQUIREMENTS
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PART 1 - GENERAL 1.01 RELATED WORK
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Section 01730 Page 2 1.07 MANUAL FO
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1.05 SUBMITTALS REQUIRED A. Submit
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Section 01810 Page 1 SECTION 01810
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Section 01811 Page 3 P. Perform fie
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END OF SECTION Section 01811 Page 5
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Section 02200 Page 2 G. Erect batte
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Section 02200 Page 4 I. Place engin
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SECTION 02362 TERMITE CONTROL PART
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SECTION 02351 CONCRETE FOOTINGS PAR
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SECTION 02810 PLANTING IRRIGATION P
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3. Micro-sprinklers. 4. Bubbler-sty
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Section 02825 Page 4 3.06 PROTECTIO
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Section 02810 Page 2 4. Agenda: a.
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2.6 SOIL CONDITIONERS Section 02810
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SECTION 03100 STRUCTURAL CONCRETE F
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2.08. MANUFACTURED UNITS A. Round c
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SECTION 03200 CONCRETE REINFORCING
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3.02. PLACEMENT Section 03200 Page
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Section 03250 Page 2 D. Local / Reg
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SECTION 03300 STRUCTURAL CONCRETE P
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PART 2 - PRODUCTS Section 03300 Pag
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Section 03300 Page 5 D. Documentati
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Section 03300 Page 7 mixing water a
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Section 03300 Page 9 truck during p
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Section 03411 Page 2 Accepted sampl
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SECTION 03600 GROUTING STEEL BASE P
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Section 04100 Page 3 D. Provide mat
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Section 04210 Page 2 d. Product Com
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Section 04210 Page 4 B. Lay only dr
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Section 04210 Page 6 A. Contractor
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2. Steel Structures Painting Manual
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Section 05100 Page 4 C. Provide pro
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Section 05100 Page 6 (1) In accorda
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SECTION 05200 STEEL JOISTS PART 1 -
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PART 3 - EXECUTION Section 05200 Pa
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Section 05300 Page 2 product during
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SECTION 05320 METAL FLOOR DECK PART
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SECTION 05330 COMPOSITE METAL FLOOR
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Section 05330 Page 3 A. Composite M
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PART 1 - GENERAL NAPA CENTURY CENTE
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Section 05400 Page 3 F. Protective
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Section 05500 Page 2 I. Bilco: LU-1
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PART 1 - GENERAL SECTION 05510 STEE
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Section 05510 Page 3 H. Dimensions
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Section 05520 Page 2 PART 2 - PRODU
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PART 1 - GENERAL SECTION 05721 PRE-
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Section 05721 Page 3 3.03 FINISHING
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Section 05810 Page 2 1.4 QUALITY AS
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Section 05810 Page 4 3.7 SCHEDULE A
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Section 06100 Page 2 4. Product Com
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PART 1 - GENERAL SECTION 07110 MEMB
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8. If application is not complete a
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Section 07210 Page 2 3. Black Matt
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Section 07410 Page 2 3. Product Val
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PART 1 - GENERAL SECTION 07420 COMP
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Section 07420 Page 3 2.04 FABRICATI
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Section 07535 Page 2 will be requir
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Section 07535 Page 4 C. The roofing
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Section 07610 Page 3 B. PANEL DESIG
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PART 1 - GENERAL SECTION 07620 SHEE
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A PART 1 - GENERAL SECTION 07920 SE
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D. Test adhesion to materials in th
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Section 08100 Page 2 PART 3 - EXECU
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Section 08212 Page 3 C. Accessories
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A. Schedule deliveries to avoid del
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2.03 FINISH HARDWARE SCHEDULE Furni
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Section 08625 Page 2 4. Interior Fl
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Section 08625 Page 4 years, or afte
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PART 1 - GENERAL 1.01 SCOPE A. Prov
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Section 08710 Page 5 17B Storefront
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B. Perform glazing on dry surfaces
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SECTION 08920 GLAZED ALUMINUM CURTA
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Section 08920 Page 3 1.05 QUALITY A
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PART 1- GENERAL SECTION 09220 LATH
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O. Strip Mesh: Expanded galvanized
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Section 09220 Page 5 7. Do plasteri
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PART 1 - GENERAL SECTION 09250 GYPS
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Section 09250 Page 3 2. Erect studs
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Section 09310 Page 3 4. Method #4 (
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Section 09510 Page 2 C. Deliver mat
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PART 1 - GENERAL SECTION 09650 RESI
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Section 09650 Page 3 B. Provide 6%
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Section 09680 Page 2 A. Inspect the
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Section 09800 Page 2 A. Protect adj
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Section 09800 Page 4 3.04 CLEANING
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Section 09950 Page 3 6. Ribs run ve
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Section 09960 Page 4 D. Ferrous Met
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Section 09960 Page 6 Coat 1: Coat 2
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NAPA CENTURY CENTER XD 12 #165582
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Section 10150 Page 2 1. Toilet for
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Section 10200 Page 2 B. Shop Drawin
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3.03 PROTECTION A. Protect installe
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C. Attach securely using black pan
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NAPA CENTURY CENTER XD 12 #165582
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Section 10800 Page 2 H. Soap Dispen
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Section 11201 Page 2 a. Landscaping
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Section 11201 Page 4 PART 3 - EXECU
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Section 11202 Page 2 3. Review cond
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PART 1 - GENERAL SECTION 11400 CONC
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2.03 ITEMIZED LIST OF EQUIPMENT A.
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Section 12484 Page 2 1.05 QUALITY A
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Section 12494 Page 3 1. Hem Pockets
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Section 12494 Page 5 maintenance fr
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Section 12494 Page 7 PART 3 EXECUTI
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PART 1 GENERAL SECTION 13600 PV ELE
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PART 1 - GENERAL SECTION 14240 HYDR
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Section 14240 Page 3 5. Elevator Ma
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Section 14240 Page 5 B. Cab Interio
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Section 14240 Page 7 G. Emergency P
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Section 14240 Page 9 A. General Con
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J. When drawing revisions are issue
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dates in accordance with the Genera
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F. Starters: All starters shall be
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A. Exterior surfaces of pipes, duct
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SECTION 15034 HVAC TESTING AND BALA
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satisfaction of the Architect and t
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1.07 COORDINATION WITH OTHER WORK A
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iron bodies for 125 lbs. WWP, all b
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2.08 SIGNS A. Approved enameled met
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SECTION 15400 PLUMBING PART 1 - GEN
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C. Piping shall not penetrate demis
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shall be responsible for structural
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2.19 DRAINS: Refer to schedule on d
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introduced into each line or stack.
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SECTION 15500 HEATING, VENTILATING
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E. Sealants within the building env
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G. External duct insulation shall b
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not acceptable. 5. Bearings shall b
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2.15 START-UP OF OWNER FURNISHED IC
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END OF SECTION Cinemark 15500 - 11
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for further details on start-up pla
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Temperature Controls Plumbing Recla
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SECTION 16000 GENERAL CONDITIONS FO
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fees required; he shall also obtain
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. Materials of Construction c. Gage
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A. When the Engineer has reviewed e
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A. All necessary cutting and patchi
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SECTION 16050 BASIC ELECTRICAL MATE
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6. Breakers shall be bolt-on. 7. Ea
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D. At the completion of the project
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F. Where connection is made to any
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C. For areas designated by Architec
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S. The contractor shall furnish the
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maximum time delay shall be one (1)
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CEC California Electrical Code 1.04
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. Calpico, Inc. c. Metraflex Co. d.
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3.04 FIRESTOPPING A. Apply firestop
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SECTION 16060 SITE GROUNDING AND BO
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E. Underground Conductors: Bare, ti
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1. Drive ground rods until tops are
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. Equipment Rated More Than 1000 kV
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B. Comply with 29 CFR 1910.145. 1.0
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C. Fasteners for Labels and Signs:
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j. Contactors. k. Remote-controlled
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SECTION 16120 SITE CONDUCTORS AND C
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PART 3 - EXECUTION 3.01 CONDUCTOR A
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SECTION 16130 SITE RACEWAYS AND BOX
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1. Alflex Inc. 2. Electri-Flex Co.
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10. Thomas & Betts Corporation. 11.
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1. Install concealed raceways with
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SECTION 16140 SITE WIRING DEVICES P
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. Pass & Seymour/Legrand; Wiring De
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1. Service Outlet Assembly: Flush t
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SECTION 16400 AUXILIARY ELECTRICAL
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. The detectors shall be designed t
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1. Dimensioned plans, elevations, s
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2.02 MANUFACTURED UNITS A. Enclosur
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2.07 ACCESSORY COMPONENTS AND FEATU
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SECTION 16900 AUTOMATIC TEMPERATURE
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Guaranty-Warranty. END OF SECTION C
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procedures and other requested equi
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GEOTECHNICAL INVESTIGATION REPORT o
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Geotechnical Investigation South Ri
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N Project Site KC ENGINEERING COMPA
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N Not to Scale Project Site PARTIAL
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LOG OF TEST BORING BORING NO.: 1 PR
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Client: Gasser Foundation Client No
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120 110 100 90 80 70 60 50 40 30 20
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Particle Size Distribution Report 1
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N KC ENGINEERING COMPANY 865 Cottin
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865 Cotting Lane, Suite A Vacaville
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TEST PIT NO. DEPTH (feet) 10A 0-4
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APPENDIX B - STORMWATER MANAGEMENT
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STORMWATER POND MODIFICATION SOUTH
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APPENDIX C - LEED CHECKLIST NAPA CE
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LEED 2009 New Construction Project
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LEED 2009 New Construction Project
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